HomeMy WebLinkAboutAppendix C - AQGHG Tech ReportAppendix C: Air Quality and Greenhouse Gas Technical Report
AIR QUALITY AND GREENHOUSE GAS
TECHNICAL REPORT
INFINITE 131 PROJECT
P REPARED FOR:
City of South San Francisco
Economic and Community Development Department
315 Maple Street
South San Francisco, California 94080
Contact: Billy Gross
Billy.Gross@ssf.net
P REPARED BY:
ICF
201 Mission Street, Suite 1500
San Francisco, CA 94105
March 2024
ICF. 2024. Final Air Quality and Greenhouse Gas Technical Report, Infinite
131 Project. March. (ICF 104668.) Prepared for the City of South
San Francisco.
Air Quality and GHG Technical Report
Infinite 131 Project i March 2024
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Contents
Chapter 1 Introduction ....................................................................................................................... 1-1
1.1 Project Description ..................................................................................................................... 1-1
Chapter 2 Air Quality ........................................................................................................................ 2-1
2.1 Regulatory Setting ..................................................................................................................... 2-1
2.1.1 Federal ............................................................................................................................. 2-1
2.1.2 State ................................................................................................................................ 2-4
2.1.3 Local ................................................................................................................................ 2-6
2.2 Existing Setting .......................................................................................................................... 2-8
2.2.1 Topography and Meteorology ......................................................................................... 2-8
2.2.2 Criteria Air Pollutants .................................................................................................... 2-10
2.2.3 Local Criteria Pollutant Monitoring Data ....................................................................... 2-13
2.2.4 Attainment Designations ............................................................................................... 2-14
2.2.5 Toxic Air Contaminants ................................................................................................. 2-15
2.2.6 Odors ............................................................................................................................. 2-16
2.3 Impacts and Mitigation Measures .......................................................................................... 2-16
2.3.1 Methodology ................................................................................................................. 2-16
2.3.2 Thresholds of Significance ............................................................................................. 2-21
2.3.3 Project Impacts .............................................................................................................. 2-23
2.3.4 Cumulative Impacts on Air Quality .............................................................................. 2-34
Chapter 3 Greenhouse Gases and Climate Change ............................................................................ 3-1
3.1 Regulatory Setting ..................................................................................................................... 3-1
3.1.1 Federal ............................................................................................................................. 3-1
3.1.2 State ................................................................................................................................ 3-2
3.1.3 Local ................................................................................................................................ 3-5
3.2 Existing Setting ......................................................................................................................... 3-8
3.2.1 Physical Scientific Basis of GHG and Climate Change .................................................... 3-8
3.2.2 Principal Greenhouse Gases ............................................................................................ 3-9
3.2.3 Greenhouse Gas Inventory ........................................................................................... 3-10
3.3 Impacts and Mitigation Measures ......................................................................................... 3-10
3.3.1 Methodology ................................................................................................................. 3-10
3.3.2 Thresholds of Significance ............................................................................................. 3-11
3.3.3 Impact Analysis .............................................................................................................. 3-14
3.3.4 Cumulative Greenhouse Gas Impacts ........................................................................... 3-33
Chapter 4 References ........................................................................................................................ 4-1
Attachment A Air Quality and Greenhouse Gases Modeling Files
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Tables
Table 1 National and California Ambient Air Quality Standards ................................................................. 2-2
Table 2 Ambient Air Quality Monitoring Data from San Francisco Monitoring Station ........................... 2-13
Table 3 Federal and State Attainment Status for San Mateo County ....................................................... 2-15
Table 4 BAAQMD Project-Level Regional Criteria Pollutant Emissions Thresholds .................................. 2-22
Table 5 Average Daily Construction Criteria Pollutant Emissions from the Proposed Project ................. 2-26
Table 6 Average Daily Net Operational Criteria Pollutant Emissions ........................................................ 2-27
Table 7 Average Daily Net Operational Criteria Pollutant Emissions with Measures Implemented ....... 2-28
Table 8 Estimated Project-Level Health Risk Results ................................................................................. 2-30
Table 9 Estimated Project-Level Health Risk Results with Measures Implemented ................................ 2-32
Table 10 Cumulative Health Risks at Maximally Affected Receptors with Measures Implemented ......... 2-35
Table 11 Lifetimes, Global Warming Potentials, and Atmospheric Abundances of Select GHGs ................ 3-9
Table 12 Statewide Greenhouse Gas Emissions by Economic Sector for 2021 .......................................... 3-10
Table 13 BAAQMD GHG Thresholds for Land Use Projects ......................................................................... 3-13
Table 14 Estimated GHG Emissions from Project Construction .................................................................. 3-14
Table 15 Annual Net Operational Greenhouse Gas Emissions .................................................................... 3-16
Table 16 Project Consistency with the BAAQMD GHG Land Use Thresholds (Option A) ........................... 3-17
Table 17 Consistency of the Project with the City of South San Francisco’s Transportation and Land
Use Measures ................................................................................................................................. 3-19
Table 18 Consistency of the Project with the City of South San Francisco’s Energy Measures ................. 3-23
Table 19 Consistency of the Project with the City of South San Francisco’s Solid Waste Measures ......... 3-25
Table 20 Consistency of the Project with the City of South San Francisco’s Water and Wastewater
Measures ........................................................................................................................................ 3-26
Table 21 Consistency of the Project with the City of South San Francisco Carbon Sequestration and
Natural Systems Measures ............................................................................................................ 3-28
Table 22 Consistency of the Project with the City of South San Francisco Built Environment – New
Construction Measures .................................................................................................................. 3-29
Table 23 Project Consistency with the CARB 2022 Scoping Plan Key Project Attributes ........................... 3-31
Figures
Figure 1 Conceptual Site Plan .............................................................................................................. 1-3
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Acronyms and Abbreviations
°F degrees Fahrenheit
2017 Clean Air Plan 2017 Clean Air Plan: Spare the Air, Cool the Climate
2017 Scoping Plan 2017 Climate Change Scoping Plan
2022 Scoping Plan Final 2022 Scoping Plan Update for Achieving Carbon Neutrality
AB Assembly Bill
BAAQMD Bay Area Air Quality Management District
BAAQMD Bay Area Air Quality Management District
BAAQMD Justification Report Justification Report: CEQA Thresholds for Evaluating the Significance
of Climate Impacts from Land Use Projects and Plans
BART Bay Area Rapid Transit
CAA Clean Air Act
CAAQS California Ambient Air Quality Standards
CAFE Corporate Average Fuel Economy
CCAA California Clean Air Act
CalEEMod California Emissions Estimator Model
CALGreen California Green Building Standards Code
California State of California
CalRecycle California Department of Resources Recycling and Recovery
CAP Climate Action Plan
CARB California Air Resources Board
CARE Community Air Risk Evaluation
Carl Moyer Program Carl Moyer Memorial Air Quality Standards Attainment Program
CCR California Code of Regulations
CEC California Energy Commission
CEQA California Environmental Quality Act
CEQA Air Quality Guidelines California Environmental Quality Act Air Quality Guidelines
CH4 methane
City City of South San Francisco
CMP congestion management program
CO carbon monoxide
CO2 carbon dioxide
CO2e carbon dioxide equivalent
DPM diesel particulate matter
EMFAC2021 Emission Factor 2021
EO Executive Order
EPA U.S. Environmental Protection Agency
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EV electric vehicle
EVSE electric-vehicle supply equipment
General Plan Shape South San Francisco 2040 General Plan
GHG greenhouse gas
GIS geographic information system
GVWR gross vehicle weight rating
GWP global warming potential
H2S hydrogen sulfide
HAP hazardous air pollutant
HFC hydrofluorocarbon
HRA health risk assessment
IPCC Intergovernmental Panel on Climate Change
kW kilowatt
LCFS low-carbon fuel standard
LEED Leadership in Energy and Environmental Design
LOS level of service
MT metric tons
mph miles per hour
MPO metropolitan planning organization
MTC Metropolitan Transportation Commission
MTCO2e metric tons of carbon dioxide equivalent
MWh megawatt hour
N2O nitrous oxide
NAAQS National Ambient Air Quality Standards
NHTSA National Highway Traffic Safety Administration
NO nitric oxide
NO2 nitrogen dioxide
NOAA National Oceanic and Atmospheric Administration
NOX nitrogen oxide
OEHHA Office of Environmental Health Hazard Assessment
OPR Office of Planning and Research
OSHA Occupational Safety and Health Administration
PFC perfluorocarbon
PG&E Pacific Gas and Electric
PM particulate matter
PM10 particles with an aerodynamic diameter of 10 micrometers or less
PM2.5 particles with an aerodynamic diameter of 2.5 micrometers or less
ppm parts per million
proposed project Infinite 131 Project
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PV photovoltaic
R&D research and development
ROG reactive organic gas
RPS Renewables Portfolio Standard
RTP Regional Transportation Plan
SAFE Safer Affordable Fuel Efficient
SamTrans San Mateo County Transit District
SB Senate Bill
SCAQMD South Coast Air Quality Management District
SCS Sustainable Communities Strategy
sf square feet
SFBAAB San Francisco Bay Area Basin
SIP State Implementation Plan
SLCP Short-Lived Climate Pollutant
SO2 sulfur dioxide
TAC toxic air contaminants
TDM transportation demand management
VMT vehicle miles traveled
VOC volatile organic compound
WETA Water Emergency Transportation Authority
µg/m3 micrograms per cubic meter
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Air Quality and GHG Technical Report
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Chapter 1
Introduction
The purpose of this air quality and greenhouse gas (GHG) technical report is to identify air quality and
GHG impacts that may be associated with the Infinite 131 Project (proposed project). The analysis
provided in this report evaluates the potential for construction and operation of the proposed project to
result in significant impacts on air quality and GHG emissions. The report includes a description of the
environmental setting for the proposed project, including existing conditions and applicable laws and
regulations. It also documents the assumptions, methodologies, and findings used to evaluate air quality
and GHG impacts. The project is subject to environmental review pursuant to the California
Environmental Quality Act (CEQA). It is anticipated that the City of South San Francisco (City), the lead
agency for the project, will use this technical report to inform the proposed project’s CEQA analysis.
1.1 Project Description
The Infinite 131 project site is in the city of South San Francisco. U.S. 101 is to the east, Terminal Court
to the north, a navigable slough1 to the south, and existing commercial and industrial development to
the west. An existing parking lot and on-site structures would be demolished and replaced with new
research-and-development (R&D) and amenity uses. Overall, the proposed project would construct
approximately 1.7 million square feet (sf) of R&D and amenity uses within seven buildings, ranging
from one to six stories. The south portion of the project (I131S) would be constructed first, followed
immediately by the construction of the north portion of the project (I131N). In addition, a 551,631 sf
parking garage would be incorporated at I131N, and a 453,034 sf parking garage would be
incorporated at I131S.
The I131N buildings would have an area of approximately 820,000 sf and include approximately
808,000 sf of R&D uses, 4,000 sf of conference space, and 8,000 sf of restaurant space. An approximately
4,050 sf day-care center would be located north of the I131N buildings. The I131S buildings would be
immediately adjacent to the I131N buildings on the south side and have an area of approximately
830,000 sf. The buildings would include approximately 824,000 sf of R&D uses, 4,000 sf of conference
space, and 2,000 sf of restaurant space. In addition, the proposed project would incorporate an
approximately 50,000 sf amenity building that would include 17,000 sf of restaurant space, 20,000 sf
for a fitness center, and 13,000 sf of conference space. There would also be twenty-four 500-kilowatt
(kW) emergency generators with Tier 2 engines on the project site. Of the 24 generators, 18 of them
would be located at grade within acoustic enclosures in outdoor service yards. The remaining six
emergency generators would be located on the ground floor inside the I131N building in a separate
generator room.
All project buildings would be tied together through landscaping and open space, creating pedestrian-
and bike-friendly connections throughout the campus. A shared internal road would provide vehicular
access to the garage, surface parking areas, and loading areas. It would also provide access for fire
1 The navigable slough is a remnant tidal channel that cuts through a commercial district in South San Francisco
and connects to San Francisco Bay (ESA. 2019. Navigable Slough Flood Management Study, Prepared for County
of San Mateo, City of South San Francisco, and City of San Bruno. Available: https://oneshoreline.org/wp-
content/uploads/2020/06/Navigable-Slough-Flood-Management-Study.pdf. Accessed: April 12, 2023).
Chapter 1: Introduction
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Infinite 131 Project 1-2 March 2024
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vehicles. A center landscaped courtyard along the interior of the project site would be framed by the
shape of the buildings to prioritize the pedestrian experience and outdoor amenities. Vehicular access
to the project site would be provided via a driveway on Terminal Court and a right-of-way connection in
the southwest portion of the project site. Shaw Road, to the south, could be accessed from an existing
easement.
Figure 1 shows the conceptual site plan for the proposed project.
11 10 9 8 7 6 5 4 3 2 1
OWNER
ARCHITECT
One Maritime Plaza, San Francisco, CA 94111
CONSULTANTS / ENGINEERS
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STEELWAVE101 CALIFORNIA STREET, SUITE 800SAN FRANCISCO, CA 94111
4683 Chabot Drive #300,Pleasanton, CA 94588
Civil:
555 Beach St floor 4,San Francisco, CA 94133
Landscaping:
Lighting:
304 S Broadway #300,Los Angeles, CA 90013 560 14th St #300,Oakland, CA 94612
Parking:
1900 Powell St #890,Emeryville, CA 94608
Trash Management:
1617 Clay Street,Oakland, CA 94612
Traffic:
KEYPLAN
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LANDSCAPE PLAN
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1 VEHICULAR ENTRANCE
2 ROAD (SEE ARCH FOR FIRE ACCESS)
3 SURFACE PARKING
4 SERVICE YARD
5 LOADING AREA
6 PERIMETER PATH (10’ WIDE BIKE AND PEDESTRIAN SHARED)
7 PROMENADE (20’ WIDE)
8 INFINITELOOP (10’ WIDE)
9 VEHICULAR DROP-OFF
10 SHUTTLE DROP-OFF
11 MECHANICAL BOLLARDS (FOR SHUTTLE + FIREACCESS)
12 FIXED BOLLARDS
13 LARGE EVENT/RECREATIONALSPACE
14 LOBBY ENTRANCE
15 SILVA CELL/BIORETENTIONAREA
16 PLANTING (FOR WIND MITIGATION)
17 RETAINING WALL
18 PEDESTRIAN WALK (SEE ARCHFOR EGRESS)
LEG END
ADJACENT PROPERTY
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NOT PART OF PROJECT
Source: SteelWave and SOM LLP, 2024.
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Figure 1
Conceptual Site Plan
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Air Quality and GHG Technical Report
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Chapter 2
Air Quality
2.1 Regulatory Setting
This section provides a summary of the regulatory setting for the proposed project. It discusses the
federal, State of California (California), regional, and local regulations that are applicable.
The federal Clean Air Act (CAA) and its subsequent amendments form the basis for the nation’s air
pollution control effort. The U.S. Environmental Protection Agency (EPA) is responsible for
implementing most aspects of the CAA. A key element of the CAA, the National Ambient Air Quality
Standards (NAAQS), pertains to criteria pollutants. The CAA delegates enforcement of the NAAQS to
the states. In California, the California Air Resources Board (CARB) is responsible for enforcing air
pollution regulations and ensuring the NAAQS and California Ambient Air Quality Standards
(CAAQS) are met. CARB, in turn, delegates regulatory authority for stationary sources and other air
quality management responsibilities to local air agencies. The Bay Area Air Quality Management
District (BAAQMD) is the local air agency for the project site.
The sections that follow provide more detailed information on the federal, State, and local air quality
regulations that apply to the proposed project.
2.1.1 Federal
Criteria Air Pollutants
National Ambient Air Quality Standards
EPA has been charged with implementing national air quality programs. EPA’s air quality mandates
draw primarily from the federal CAA, which was enacted in 1963. The most recent major amendments
were made by Congress in 1990. The CAA required EPA to establish the NAAQS for six common air
pollutants that are found all over the United States; these are referred to as criteria air pollutants. EPA
has established primary and secondary NAAQS for the following criteria air pollutants: ozone, carbon
monoxide (CO), nitrogen dioxide (NO2), sulfur dioxide (SO2), respirable particulate matter (PM) with an
aerodynamic diameter of 10 micrometers or less (PM10), fine PM with an aerodynamic diameter of 2.5
micrometers or less (PM2.5), and lead. The NAAQS are shown in Table 1. The primary standards protect
public health, and the secondary standards protect public welfare. The CAA also required each state to
prepare a State Implementation Plan (SIP) for attaining and maintaining the NAAQS. The federal CAA
Amendments of 1990 added requirements for states with nonattainment areas to revise their SIPs to
incorporate additional control measures for reducing air pollution. California’s SIP is modified
periodically to reflect the latest emissions inventories, planning documents, and rules and regulations
for the air basins, as reported by their jurisdictional agencies. EPA is responsible for reviewing all SIPs
to determine whether they conform to the mandates of the CAA and its amendments and whether
implementation would achieve air quality goals. If EPA determines a SIP is inadequate, the agency may
prepare a federal implementation plan that imposes additional control measures. If an approvable SIP is
not submitted or implemented within the mandated time frame, sanctions may be applied to
transportation funding as well as stationary air pollution sources in the air basin.
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Table 1. National and California Ambient Air Quality Standards
Criteria Pollutant
Averaging
Time
California
Standards
National Standardsa
Primary Secondary
Ozone 1 hour 0.09 ppm Noneb Noneb
8 hours 0.070 ppm 0.070 ppm 0.070 ppm
Particulate matter (PM10) 24 hours 50 µg/m3 150 µg/m3 150 µg/m3
Annual mean 20 µg/m3 None None
Fine particulate matter (PM2.5) 24 hours None 35 µg/m3 35 µg/m3
Annual mean 12 µg/m3 12.0 µg/m3 15 µg/m3
Carbon monoxide (CO) 8 hours 9.0 ppm 9 ppm None
1 hour 20 ppm 35 ppm None
Nitrogen dioxide (NO2) Annual mean 0.030 ppm 0.053 ppm 0.053 ppm
1 hour 0.18 ppm 0.100 ppm None
Sulfur dioxide (SO2)c Annual mean None 0.030 ppm None
24 hours 0.04 ppm 0.014 ppm None
3 hours None None 0.5 ppm
1 hour 0.25 ppm 0.075 ppm None
Lead 30-day average 1.5 µg/m3 None None
Calendar quarter None 1.5 µg/m3 1.5 µg/m3
3-month average None 0.15 µg/m3 0.15 µg/m3
Sulfates 24 hours 25 µg/m3 None None
Visibility-reducing particles 8 hours —d None None
Hydrogen sulfide (H2S) 1 hour 0.03 ppm None None
Vinyl chloride 24 hours 0.01 ppm None None
Source: CARB 2016.
a. National standards are divided into primary and secondary standards. Primary standards are intended to protect
public health, whereas secondary standards are intended to protect public welfare and the environment.
b. The federal 1-hour standard of 12 parts per hundred million was in effect from 1979 through June 15, 2005. The
revoked standard is referenced because it was employed for such a long period and is a benchmark for SIPs.
c. The annual and 24-hour NAAQS for SO2 applied for only 1 year after designation of the new 1-hour standard in
those areas that were previously in nonattainment for the 24-hour and annual NAAQS.
d. The CAAQS for visibility-reducing particles is defined by an extinction coefficient of 0.23 per kilometer—visibility
of 10 miles or more due to particles when relative humidity is less than 70 percent (CARB 2021c). CAAQS = California Ambient Air Quality Standards; NAAQS = National Ambient Air Quality Standards; ppm = parts
per million; µg/m3 = micrograms per cubic meter.
Corporate Average Fuel Economy Standards for Light-Duty Passenger Vehicles
The National Highway Traffic Safety Administration (NHTSA) Corporate Average Fuel Economy
(CAFE) standards require substantial improvements in fuel economy and reductions in emissions of
criteria air pollutants and precursors, as well as GHGs, from all light-duty vehicles sold in the United
States (NHTSA 2021). On August 2, 2018, NHTSA and EPA proposed an amendment to the fuel
efficiency standards for passenger cars and light trucks and established new standards for model
years 2021 through 2026. On September 19, 2019, NHTSA and EPA issued a final action on the One
National Program Rule, which is considered Part One of the Safer Affordable Fuel-Efficient (SAFE)
Vehicles Rule and a precursor to the proposed fuel efficiency standards, withdrawing California’s
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CAA preemption waiver to set state-specific standards.2 EPA reinstated California’s authority under
the CAA to implement its own GHG emissions standards and sales mandate regarding zero-emission
vehicles on March 9, 2022.3 On December 19, 2021, NHTSA finalized its vehicle efficiency standards
rule to reach a projected industry-wide target of 40 miles per gallon by 2026, an approximately 25
percent increase over the prior SAFE rule.4
Emission Standards for On-Road Heavy-Duty Vehicles
EPA has established a series of increasingly strict emission standards for new heavy-duty bus and truck
engines. Emissions from heavy-duty trucks are managed by regulations and emission limits
implemented at the federal, state, and local levels. In December 2000, EPA signed the Heavy-Duty
Highway Rule, which reduces emissions from on-road, heavy-duty diesel trucks by establishing a series
of increasingly strict emission standards for new engines. Manufacturers were required to produce new
diesel vehicles that meet PM and nitrogen oxide (NOX) emission standards, beginning with model year
2007; the phase-in period was 2007 to 2010. The phase-in was based on a percentage-of-sales basis,
with 50 percent from 2007 to 2009 and 100 percent in 2010. Requirements apply to engines installed
in vehicles with a gross vehicle weight rating (GVWR) above 14,000 pounds as well as some engines
installed in vehicles with a GVWR between 8,500 and 14,000 pounds.
Emission Standards for Non-Road Diesel Engines
To reduce emissions from non-road diesel equipment, EPA established a series of increasingly strict
emission standards for new non-road diesel engines, referred to as off-road diesel engines. Tier 1
standards were phased in on newly manufactured equipment from model years 1996 through 2000,
depending on the engine horsepower category. Tier 2 standards were phased in on newly
manufactured equipment from model years 2001 through 2006. Tier 3 standards were phased in on
newly manufactured equipment from model years 2006 through 2008. Tier 4 standards, which
require advanced emission-control technology, were phased in from model years 2008 through 2015.
Hazardous Air Pollutants and Toxic Air Contaminants
Toxic air contaminants (TACs), or, in federal parlance, hazardous air pollutants (HAPs), are a
defined set of airborne pollutants that may pose a present or potential hazard to human health. A
TAC is defined as an air pollutant that may cause or contribute to an increase in mortality or serious
illness or pose a hazard to human health. TACs are usually present in minute quantities in the
ambient air; however, their high toxicity or health risk may pose a threat to public health, even at
low concentrations.
2 The One National Program Rule enables EPA and NHTSA to provide nationwide uniform fuel economy and GHG
vehicle standards by 1) clarifying that federal law preempts state and local tailpipe GHG standards, 2) affirming
NHTSA’s statutory authority to set nationally applicable fuel economy standards, and 3) withdrawing
California’s CAA preemption waiver to set State-specific standards.
3 California, 22 other states, the District of Columbia, and two cities filed suit against Part One of the SAFE
Vehicles Rule on September 20, 2019 (California et al. v. United States Department of Transportation et al., 1:19-
cv-02826, U.S. District Court for the District of Columbia). On December 12, 2021, NHTSA repealed the SAFE
Vehicles Rule, Part One.
4 EPA and NHTSA published final rules to amend and establish national carbon dioxide (CO2) and fuel economy
standards on April 30, 2020 (Part Two of the SAFE Vehicles Rule) (85 Federal Register 24174). The revised rule
changes the national fuel economy standards for light-duty vehicles from 46.7 to 40.4 miles per gallon in future
years. California, 22 other states, the District of Columbia filed a petition for review of the final rule on May 27,
2020.
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A wide range of sources, from industrial plants to motor vehicles, emit TACs. The health effects
associated with TACs are quite diverse and generally assessed locally rather than regionally. TACs
can cause long-term health effects, such as cancer, birth defects, neurological damage, asthma,
bronchitis, or genetic damage, or short-term acute affects, such as watery eyes, respiratory irritation
(a cough), runny nose, throat pain, and headaches.
For evaluation purposes, TACs are separated into carcinogens and noncarcinogens, based on the
nature of the physiological effects associated with exposure to the pollutant. Carcinogens are
assumed to have no safe threshold below which health impacts would not occur. This contrasts with
criteria air pollutants for which acceptable levels of exposure can be determined and for which
ambient standards have been established (Table 1). The cancer risk from TACs is expressed as the
excess cancer cases per million exposed individuals, typically over a lifetime of exposure.
2.1.2 State
Criteria Air Pollutants
CARB is the agency responsible for coordinating and overseeing State and local air pollution control
programs in California and implementing the California Clean Air Act (CCAA). The CCAA required
CARB to establish the CAAQS. Specifically, the CCAA established the CAAQS for the same criteria air
pollutants for which EPA established the NAAQS, along with sulfates, hydrogen sulfide, vinyl
chloride, and visibility-reducing PM. The CAAQS are summarized in Table 1. In most cases, the
CAAQS are more stringent than the NAAQS. The differences in the NAAQS and the CAAQS are
generally explained by the health-effects studies considered during the standard-setting process and
the interpretation of the studies. In addition, the CAAQS incorporate a margin of safety to protect
sensitive individuals.
In California, EPA has delegated the authority to prepare SIPs to CARB, which, in turn, has delegated
that authority to individual air districts. Traditionally, CARB has established air quality standards,
maintained oversight authority in air quality planning, developed programs for reducing emissions
from motor vehicles, developed air emission inventories, collected air quality and meteorological
data, and approved SIPs. The CCAA requires all local air districts in the state to endeavor to attain
and maintain the CAAQS by the earliest date practical. It specifies that local air districts should focus
particular attention on reducing emissions from transportation and area-wide sources. The CCAA
substantially adds to the authority and responsibilities of the air districts. Specifically, it designates
air districts as lead air quality planning agencies, requires air districts to prepare air quality plans,
and grants air districts the authority to implement transportation control measures. The CCAA also
emphasizes the control of “indirect and area-wide sources” of air pollutant emissions and gives local
air pollution control districts explicit authority to regulate indirect sources of air pollution and
establish traffic control measures.
Truck and Bus Regulation
To reduce emissions of NOX and other criteria pollutants, as well as diesel particulate matter (DPM),
from diesel-fueled vehicles, CARB adopted the Truck and Bus Regulation in 2008. This regulation
applies to any diesel-fueled vehicle, as well as any dual-fuel or alternative-fuel diesel vehicle, that
travels on public highways, in yard trucks with on-road engines, or in yard trucks with off-road
engines used for agricultural operations. It also applies to school buses and vehicles with a GVWR
above 14,000 pounds. The purpose of the regulation is to require nearly all trucks and buses
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registered in the state to have a 2010 or newer engine by 2023. Compliance schedules have been
established for lighter vehicles (GVWR of 14,000–26,000 pounds) and heavier vehicles (GVWR of
more than 26,001 pounds) (CARB 2021b). As of January 1, 2020, only vehicles that meet the
requirements of the Truck and Bus Regulation are allowed to register with the California
Department of Motor Vehicles.
Carl Moyer Program
The Carl Moyer Memorial Air Quality Standards Attainment Program (Carl Moyer Program) is a
voluntary program that offers grants to owners of heavy-duty vehicles and equipment. The program
is a partnership between CARB and the local air districts throughout the state to reduce air pollution
emissions from heavy-duty engines. The air districts administer the Carl Moyer Program locally.
Toxic Air Contaminants
California regulates TACs primarily through the Tanner Act (Assembly Bill [AB] 1807) and the Hot-
Spots Act (AB 2588). The Tanner Act (AB 1807) created California’s program to reduce exposures to
air toxics. CARB defines TACs as air pollutants that may cause or contribute to an increase in
mortality or serious illness or pose a present or potential hazard to human health. CARB has
formally identified more than 200 substances and groups of substances as TACs (CARB 2022c).
Direct exposure to these pollutants has been shown to cause cancer, birth defects, damage to the
brain and nervous system, and respiratory disorders. The Hot-Spots Act (AB 2588) supplements the
AB 1807 program by requiring a statewide air toxics inventory, notification of people exposed to a
significant health risk, and facility plans to reduce these risks. The California Office of Environmental
Health Hazard Assessment (OEHHA) is required to develop guidelines for health risk assessments
(HRAs) under the Air Toxics Hot-Spots Program. These guidelines provide the scientific basis for the
values used to assess the risk associated with exposure to emissions from facilities and new sources
(OEHHA 2015).
In August 1998, CARB identified particulate emissions from diesel-fueled engines as TACs. In
September 2000, CARB approved a comprehensive diesel risk reduction plan to reduce emissions
from both new and existing diesel-fueled engines and vehicles. As an ongoing process, CARB reviews
air contaminants and identifies those classified as TACs. CARB also continues to establish new
programs and regulations to control TACs, including DPM, as appropriate.
CARB has adopted diesel exhaust control measures and more stringent emissions standards for
various transportation-related mobile sources of emissions, including transit buses and off-road
diesel equipment (e.g., tractors, generators). Over time, the replacement of older vehicles will result
in a vehicle fleet that produces substantially lower levels of TACs. Mobile-source emissions of TACs
(e.g., benzene, 1,3-butadiene, DPM) have been reduced significantly over the last decade and will be
reduced further in California through a progression of regulatory measures (e.g., low-emission
vehicle, clean fuel, and Phase II reformulated gasoline regulations) and control technologies. It is
expected that DPM concentrations will continue to decline. Adopted regulations are also expected to
continue to reduce formaldehyde emissions emitted by cars and light-duty trucks. As emissions are
reduced, it is expected that risks associated with exposure to the emissions will also be reduced.
CARB developed multiple air toxic control measures to address specific mobile- and stationary-
source categories that can have an impact on the public health of communities. The measures
focused on reducing public exposure to DPM and TACs from mobile sources, such as commercial
trucks, buses, solid waste collection vehicles, and cargo handling equipment at ports. The Airborne
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Toxic Control Measure to Limit Diesel-Fueled Commercial Motor Vehicle Idling (California Code of
Regulations [CCR] Title 13, Section 2485) requires heavy-duty trucks with a GVWR greater than
10,000 pounds not to idle the primary engine for more than 5 minutes at any given time or operate
an auxiliary power system for more than 5 minutes within 100 feet of a restricted area.
2.1.3 Local
Bay Area Air Quality Management District
At the local level, the responsibilities of air quality districts include overseeing stationary-source
emissions, approving permits, maintaining emissions inventories, maintaining air quality stations,
overseeing agricultural burning permits, and reviewing air quality–related sections of
environmental documents required by CEQA. The air quality districts are also responsible for
establishing and enforcing local air quality rules and regulations that address the requirements of
federal and State air quality laws and ensuring that the NAAQS and the CAAQS are met.
The proposed project falls under the jurisdiction of BAAQMD, which has local air quality jurisdiction
over projects in the San Francisco Bay Area Basin (SFBAAB), including San Mateo County. BAAQMD
developed advisory emissions thresholds to assist CEQA lead agencies in determining the level of
significance of a project’s emissions; the thresholds are outlined in BAAQMD’s 2022 California
Environmental Quality Act Air Quality Guidelines (CEQA Air Quality Guidelines) (BAAQMD 2023a). In
April 2023, BAAQMD released updated CEQA Air Quality Guidelines; however, the emissions
thresholds specified in the updated guidelines are the same as those in the 2017 guidelines.5
BAAQMD has also adopted air quality plans to improve air quality, protect public health, and protect
the climate; these include the 2017 Clean Air Plan: Spare the Air, Cool the Climate (2017 Clean Air
Plan) (BAAQMD 2017).
The 2017 Clean Air Plan, adopted by BAAQMD on April 19, 2017, updates the prior 2010 Bay Area
ozone plan and outlines feasible measures to reduce ozone; provides a control strategy to reduce
PM, air toxics, and GHGs in a single integrated plan; and establishes the emissions control measures
to be adopted or implemented. The 2017 Clean Air Plan contains the primary goals outlined below;
consistency with these goals is evaluated in this section.
• Protect Air Quality and Health at the Regional and Local Scale. Attain all State and national
air quality standards, and eliminate disparities among Bay Area communities in the cancer
health risk from TACs.
• Protect the Climate. Reduce Bay Area GHG emissions to 40 percent below 1990 levels by 2030 and
80 percent below 1990 levels by 2050. The 2017 Clean Air Plan is the most current applicable air
quality plan for the air basin. Consistency with this plan is the basis for determining whether the
project would conflict with or obstruct implementation of an air quality plan.
In addition to air quality plans, BAAQMD also adopts rules and regulations to improve existing and
future air quality. The proposed project may be subject to the district rules outlined below.
5 Bay Area Air Quality Management District. 2023. California Environmental Quality Act Air Quality Guidelines.
Available: https://www.baaqmd.gov/~/media/files/planning-and-research/ceqa/ceqa-guidelines-2022/ceqa-
guidelines-chapter-0-cover-page-pdf.pdf?la=en. Accessed: May 9, 2023.
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• Regulation 2, Rule 2 (New Source Review)—This regulation contains requirements for best
available control technology and emission offsets.
• Regulation 2, Rule 5 (New Source Review of TACs)—This regulation outlines guidance for
evaluating TAC emissions and their potential health risks.
• Regulation 6, Rule 1 (PM)—This regulation restricts emissions of PM darker than a 1 on the
Ringlemann Chart to less than 3 minutes in any 1 hour.
• Regulation 7 (Odorous Substances). This regulation establishes general odor limitations on odorous
substances and specific emission limitations on certain odorous compounds.
• Regulation 8, Rule 3 (Architectural Coatings). This regulation limits the quantity of reactive organic
gas (ROG) in architectural coatings.
• Regulation 9, Rule 6 (NOX Emissions from Natural Gas–Fired Boilers and Water Heaters). This
regulation limits emissions of NOX generated by natural gas–fired boilers.
• Regulation 9, Rule 8 (Stationary Internal-Combustion Engines). This regulation limits emissions of
NOX and CO from stationary internal-combustion engines of more than 50 horsepower.
• Regulation 11, Rule 2 (Hazardous Pollutants – Asbestos Demolition, Renovation, and
Manufacturing). This regulation, which incorporates EPA’s asbestos National Emissions Standards
for Hazardous Air Pollutants regulations, controls emissions of asbestos to the atmosphere during
demolition, renovation, and transport activities.
City of South San Francisco
The following air quality-related goals from the Shape South San Francisco 2040 General Plan (General
Plan) are applicable to the proposed project (City of South San Francisco 2022a):
Goal CR-6: A city prepared for the combined impacts of extreme heat and poor air quality.
Goal LU-1: Create complete neighborhoods where residents can access most of their everyday needs
within a short walk, bike, or transit trip.
Goal CHEJ-3: South San Francisco neighborhoods near highways and industrial uses have improved air
quality.
Goal ES-1: The City supports nature in South San Francisco to encourage healthy ecosystems, improve
air and water quality, improve public health, and adapt to a changing climate.
Goal MOB-3: South San Francisco proactively manages traffic and parking demand.
Goal MOB-4: South San Francisco’s land use and transportation actions reduce vehicle miles traveled
(VMT) and greenhouse gas emissions.
Goal PE-4: Infrastructure investments support job access and job growth and address climate hazards
affecting South San Francisco businesses.
Goal SA-3: The City promotes new residential, mixed-use, and employment uses to add business
patrons and residents and create a sustainable and thriving downtown while maintaining a scale and
character that is complementary to existing uses.
Goal SA-27: There are safe, comfortable, and accessible pedestrian and bicycle facilities that connect
people to downtown, El Camino, and East of 101.
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Lindenville Specific Plan
The following air quality–related goals from the Lindenville Specific Plan are applicable to the
proposed project (City of South San Francisco 2023):
Goal DD-1: The Mixed-Use Neighborhood, South Spruce Avenue Corridor, and South Linden Avenue
Arts and Makers District have a network of safe, walkable streets and pathways to access key
destinations and open spaces.
Goal DD-3: New developments in Lindenville provide healthy places for people to live and work by
mitigating potential noise, air quality, and odor impacts from industrial land uses, U.S. 101 and
Interstate 380, and aircraft.
Goal MOB-1: Multi-modal travel options are readily available and offer equal levels of comfort.
Goal MOB-2: There are high-quality connections to downtown, El Camino, East of 101, and regional
destinations for all modes.
Goal MOB-3: Lindenville's transportation offerings and streetscape design support a vibrant mixed-
use district.
Goal I-1: The development, management, and maintenance of infrastructure in Lindenville is driven
by the ability to optimize the efficiency and effectiveness of each system and achieve the
performance required to meet the City's sustainability goals.
Goal I-2: Lindenville invests in sustainable and resilient infrastructure and practices to illustrate
leadership.
Goal I-5: The City increases reliance on local energy systems to ensure adequate utility provisioning
for new potential users.
2.2 Existing Setting
2.2.1 Topography and Meteorology
Although the primary factors that determine air quality are the locations of air pollutant sources and
the pollutants emitted from those sources, meteorological conditions and topography are also
important factors. Atmospheric conditions, such as wind speed, wind direction, and air temperature
gradients, interact with the physical features of the landscape to determine the movement and
dispersal of air pollutants. Unique geographic features throughout the state define 15 air basins with
distinctive regional climates. The air quality study area for the proposed project is on the San
Francisco Peninsula in the SFBAAB.
The peninsula region of the San Francisco Bay Area extends from the area northwest of San José to
the Golden Gate. The Santa Cruz Mountains, part of the Pacific Coast Ranges, extend up the center of
the peninsula, with elevations exceeding 2,000 feet at the south end, then gradually decreasing to
500 feet in South San Francisco where the mountain range terminates. On the west side of the
mountains lie small coastal towns, such as Half Moon Bay and Pacifica, that, due to coastal ocean
upwelling and northwest winds, experience a high incidence of cool, foggy weather in the summer.
On the east side of the mountain range lie the larger cities. Cities in the southeastern peninsula
experience warmer temperatures and few foggy days because the marine layer, with an average
depth of 1,700 feet, is blocked by the 2,000-foot ridge to the west. At the north end of the peninsula
lies San Francisco. Because most of the topography of San Francisco is below 200 feet, the marine
layer is able to flow across most of the city, making its climate cool and windy.
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The Santa Cruz Mountains exhibit a partial blocking effect in South San Francisco, which keeps
summertime maximum temperatures slightly higher than they are on the coast. For example, in Half
Moon Bay and San Francisco, average maximum daily summertime temperatures are in the mid-60s,
while maximum temperatures for South San Francisco range from 65 degrees Fahrenheit (°F) to 75°F
(National Oceanic and Atmospheric Administration [NOAA] 2023). Conversely, large temperature
gradients are not seen in the minimum temperatures. Average minimum temperatures at Half Moon
Bay are about 43°F in winter and 50°F to 52°F in summer. The east peninsula, near South San Francisco,
reports winter minimum temperatures of 40°F and summer minimum temperatures of 52°F to 55°F
(NOAA 2023).
Annual average wind speeds range from 5 to 10 miles per hour (mph) throughout the peninsula. The
tendency is for the higher wind speeds to be found along the peninsula's west coast. However, winds on
the east side can also be high in certain areas because low-lying areas in the mountain range, at
San Bruno Gap and Crystal Springs Gap, commonly allow the marine layer to pass across the peninsula.
The prevailing winds are westerly along the peninsula’s west coast. Individual sites can show significant
differences, however. For example, Fort Funston, in western San Francisco County, shows a southwest
wind pattern, while Pillar Point in San Mateo County, to the south, shows a northwest wind pattern.
Sites on the east side of the mountains also show a westerly pattern, although their wind patterns are
influenced by local topographic features. That is, a rise in elevation of a few hundred feet will induce a
flow around a feature instead of over it during stable atmospheric conditions. This can change the wind
pattern by as much as 90 degrees over short distances. On mornings without a strong pressure
gradient, areas on the east side of the peninsula often experience an easterly flow in the surface layer,
induced by an upslope flow on east-facing slopes and the bay breeze. The bay breeze is rarely seen after
noon because the stronger sea breeze dominates the flow pattern.
On the peninsula, there are two important gaps in the Santa Cruz Mountains. The larger of the two is the
San Bruno Gap, extending from Fort Funston on the ocean side to San Francisco International Airport
on the bay side. Because the gap is oriented in the same northwest-to-southeast direction as the
prevailing winds, and because the elevations along the gap are under 200 feet, marine air is easily able
to penetrate into the bay.
The other gap in the Santa Cruz Mountains is the Crystal Springs Gap, along Highway 92 in the area
between Half Moon Bay and San Carlos. The low point is 900 feet; however, elevations of 1,500 feet are
found north and south of the gap. As the sea breeze strengthens on summer afternoons, the gap permits
maritime air to pass across the mountains. Its cooling effect is commonly experienced from San Mateo
to Redwood City.
Rainfall amounts on the east side of the peninsula are somewhat lower than on the west side, with
San Francisco and Redwood City reporting an average of 19.5 inches per year. On the west side, Half
Moon Bay reports 25 inches per year. Areas in the Santa Cruz Mountains are significantly higher,
especially west of the ridge line, due to induced condensation from orographic lifting, proximity to a
moisture source, and fog drip.
Air pollution potential is highest along the southeastern portion of the peninsula. This area is
protected from the high winds and fog associated with the marine layer. Emissions density is
relatively high, and pollutant transport from upwind sites is possible. In San Francisco, to the north,
pollutant emissions are high, but winds are generally strong enough to carry the pollutants away
before they can accumulate.
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2.2.2 Criteria Air Pollutants
The discussion below summarizes the primary and secondary criteria air pollutants of key concern.
In general, primary pollutants are directly emitted into the atmosphere, and secondary pollutants
are formed by chemical reactions in the atmosphere.
Ozone
Ozone, the main ingredient in urban smog, is not emitted directly into the air but, rather, created by
chemical reactions between hydrocarbons and NOX, both byproducts of the internal-combustion
engine, in the presence of sunlight. ROGs, as defined by CARB, include all hydrocarbons, except those
exempted by CARB, that contribute to smog formation, whereas volatile organic compounds (VOCs),
as defined by EPA, include all hydrocarbons, except those exempted by EPA. Generally speaking,
ROGs and VOCs are similar but not identical; although the terms are used interchangeably, ROG is
used for purposes of this analysis. There are no separate NAAQS or CAAQS for ROG. Carcinogenic
forms of ROGs are TACs (e.g., benzene).
ROGs consists of compounds made up primarily of hydrogen and carbon atoms. Internal combustion
associated with motor vehicles is the major source of hydrocarbons. Other sources of ROGs are
emissions associated with the use of paints and solvents, the application of asphalt paving, and the
use of household consumer products, such as aerosols.
The two major forms of NOX are nitric oxide (NO) and NO2. NO is a colorless, odorless gas formed
from atmospheric nitrogen and oxygen when combustion takes place under high temperatures
and/or high pressure. NO2 is an irritating, reddish-brown gas formed by the combination of NO and
oxygen. In addition to serving as an integral participant in ozone formation, NOX also directly acts as
an acute respiratory irritant and increases susceptibility to respiratory pathogens.
Ozone poses a higher risk to those who already suffer from respiratory diseases (e.g., asthma), children,
older adults, and people who are active outdoors. Exposure to ozone at certain concentrations can make
breathing more difficult, cause shortness of breath and coughing, inflame and damage the airways,
aggregate lung diseases, increase the frequency of asthma attacks, and cause chronic obstructive
pulmonary disease. Studies show associations between short-term ozone exposure and nonaccidental
mortality, including deaths from respiratory issues. Studies also suggest that long-term exposure to
ozone may increase the risk of respiratory-related deaths (EPA 2022b). The concentration of ozone at
which health effects are observed depends on an individual’s sensitivity, level of exertion (i.e., breathing
rate), and duration of exposure. Studies show large individual differences in the intensity of
symptomatic responses, with one study finding no symptoms to the least-responsive individual after
a 2-hour exposure to 400 parts per billion of ozone and a 50 percent decrease in forced airway volume
in the most responsive individual. Although the results vary, evidence suggests that sensitive
populations (e.g., asthmatics) may be affected on days when the 8-hour maximum ozone concentration
reaches 80 parts per billion (EPA 2022c).
In addition to human health effects, ozone has been tied to crop damage, typically in the form of stunted
growth, leaf discoloration, cell damage, and death. Ozone can also act as a corrosive or oxidant, resulting
in property damage, along with the degradation of rubber products and other materials.
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Carbon Monoxide
CO is a colorless, odorless, and toxic gas produced by incomplete combustion of carbon substances, such
as gasoline or diesel fuel. CO is considered a local pollutant because it tends to accumulate in the air
locally. The primary adverse health effect associated with CO is interference with normal oxygen
transfer to the blood, which may result in tissue oxygen deprivation. Exposure to CO at high
concentrations can also cause fatigue, headaches, confusion, dizziness, and chest pain. There are no
ecological or environmental effects for ambient CO (CARB 2019).
Particulate Matter
PM consists of finely divided solids or liquids, such as soot, dust, aerosols, fumes, and mists. Two forms
of fine particulates are now recognized: respirable coarse particles with an aerodynamic diameter of 10
micrometers or less, or PM10, and respirable fine particles with an aerodynamic diameter of 2.5
micrometers or less, or PM2.5. Particulate discharge into the atmosphere results primarily from
industrial, agricultural, construction, and transportation activities. However, wind on arid landscapes
also contributes substantially to local particulate loading. PM is considered both a local and a regional
pollutant.
Particulate pollution can be transported over long distances and may adversely affect humans,
especially people who are naturally sensitive or susceptible to breathing problems (i.e., asthmatics).
Numerous studies have linked PM exposure to premature death in people with preexisting heart or
lung disease. Other symptoms of exposure may include nonfatal heart attacks, irregular heartbeats,
aggravated asthma, decreased lung function, and increased respiratory symptoms. Depending on
composition, PM10 and PM2.5 can also affect water quality and acidity, deplete soil nutrients, damage
sensitive forests and crops, affect ecosystem diversity, and contribute to acid rain (EPA 2022a).
Sulfur Dioxide
SO2 is a colorless, irritating gas with a rotten egg smell, primarily formed from the combustion of fossil
fuels containing sulfur. SO2 is considered a local pollutant because it tends to accumulate in the air
locally. High concentrations of SO2 can result in temporary breathing impairment for asthmatic children
and adults who are active outdoors. Short-term exposure of asthmatic individuals to elevated SO2 levels
during moderate activity may result in breathing difficulties that can be accompanied by symptoms like
wheezing, chest tightness, or shortness of breath. Other effects that have been associated with longer-
term exposures to high concentrations of SO2, in conjunction with high levels of PM, include aggravation
of existing cardiovascular disease, respiratory illness, and alterations in lung defenses. SO2 also is a
major precursor to PM2.5, which is a significant health concern and a main contributor to poor visibility
(see also the discussion of health effects of PM, above).
Lead
Lead is a naturally existing metal that can be a constituent of air, water, and the biosphere. Lead is
considered a local pollutant because it tends to accumulate in the air locally. This highly toxic metal,
used for many years in everyday products, has been found to lead to a range of health effects, from
behavioral problems and learning disabilities to seizures and death. Effects on children’s nervous
systems are one of the primary health risk concerns from lead. When lead is present in high
concentrations, children can even suffer irreversible brain damage and death. Children 6 years old and
under are most at risk because their bodies are growing quickly.
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Since the 1980s, lead has been phased out in gasoline, reduced in drinking water, reduced in industrial
air pollution, and banned or limited in consumer products. Gasoline-powered automobile engines were
a major source of airborne lead through the use of leaded fuels; however, the use of leaded fuel has been
mostly phased out. Since then, ambient lead levels have dropped dramatically.
Other Criteria Pollutants
CARB has also established CAAQS for hydrogen sulfide (H2S), sulfates, vinyl chloride, and visibility-
reducing particles. These pollutants are not addressed by federal standards. Below is a summary of
these pollutants and a description of their physical properties, health and other effects, sources, and the
extent of the problems.
Hydrogen sulfide emissions often are associated with geothermal activity, oil and gas production,
refining, sewage treatment plants, and confined animal-feeding operations. H2S in the atmosphere
would most likely oxidize into SO2, which can lead to acid rain. At low concentrations, H2S may cause
dizziness, headaches, and irritation to the eyes, mucous membranes, and respiratory system. In high
concentrations, H2S is extremely hazardous (i.e., 800 parts per million can cause death), especially in
enclosed spaces. The Occupational Safety and Health Administration (OSHA) has primary responsibility
for regulating workplace exposure to H2S.
Sulfates are another particulate product that results from the combustion of sulfur-containing fossil
fuels; however, the majority of ambient sulfates are formed in the atmosphere. When SO2 comes in
contact with oxygen, it precipitates out into sulfates. Data collected in the Mojave Desert Air Basin have
demonstrated that levels of sulfates are significantly lower than the health standards. The health effects
associated with SO2 and sulfates, more commonly known as sulfur oxides, include respiratory illnesses,
decreased pulmonary disease resistance, and aggravation of cardiovascular diseases. When acidic
pollutants and particulates are also present, SO2 tends to have an even more toxic effect. Increased PM
derived from SO2 emissions also contributes to impaired visibility. In addition to particulates, sulfur
trioxide and sulfate ions are precursors to acid rain; sulfur oxides and NOX are the leading precursors to
acid rain, which can lead to corrosion on human-made structures and cause acidification in water
bodies.
Visibility-reducing particles consist of PM generated from a variety of natural and human-made
sources. These can vary greatly in shape, size, and chemical composition. Some haze-causing particles
(e.g., windblown dust and soot) are directly emitted into the air, whereas others are formed in the air
from the chemical transformation of gaseous pollutants (e.g., sulfates, nitrates, organic carbon
particles), which are the major constituents of fine PM. These fine particles, caused largely by the
combustion of fuel, can travel hundreds of miles and cause visibility impairment. California has been
labeled “unclassified” for visibility—CARB has not established a method for measuring visibility with
the precision and accuracy needed to designate areas attainment or nonattainment.
Vinyl chloride is a colorless, sweet-smelling gas at ambient temperature. Landfills, publicly owned
treatment works, and polyvinyl chloride production facilities are the major identified sources of
vinyl chloride emissions in California. Polyvinyl chloride can be fabricated into several products,
such as pipes, pipe fittings, and plastics. In humans, epidemiological studies of occupationally
exposed workers have linked vinyl chloride exposure to development of liver angiosarcoma, a rare
cancer, and have suggested a relationship between exposure and lung and brain cancers.
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2.2.3 Local Criteria Pollutant Monitoring Data
A number of ambient air quality monitoring stations are located in the SFBAAB to monitor progress
toward air quality standards attainment of the NAAQS and the CAAQS. There are no monitoring
stations in San Francisco, but there is one monitoring station in San Francisco at 10 Arkansas Street,
which is approximately 8 miles from the project site. Recent air quality monitoring results from the
nearest monitoring station (Arkansas Street in San Francisco) are summarized in Table 2. The data
represent air quality conditions from the last 3 years with a complete dataset available (2020–
2022). As indicated in Table 2, the Arkansas Street monitoring station has experienced infrequent
violations of State and federal air quality standards during this time period.
Table 2. Ambient Air Quality Monitoring Data from San Francisco-Arkansas Monitoring Station
Pollutant Standards 2020 2021 2022
Ozone
Maximum 1-hour concentration (ppm) 0.088 0.074 0.070
Maximum 8-hour concentration (ppm) 0.055 0.054 0.060
Number of days standard exceededb
CAAQS 1-hour standard (> 0.09 ppm) 0 0 0
CAAQS 8-hour standard (> 0.070 ppm) 0 0 0
NAAQS 8-hour standard (> 0.075 ppm) 0 0 0
Carbon Monoxide (CO)
Maximum 8-hour concentration (ppm) 1.6 0.9 1.0
Maximum 1-hour concentration (ppm) 1.8 1.2 1.5
Number of days standard exceededb
NAAQS 8-hour standard (> 9 ppm) 0 0 0
CAAQS 8-hour standard (> 9.0 ppm) 0 0 0
NAAQS 1-hour standard (> 35 ppm) 0 0 0
CAAQS 1-hour standard (> 20 ppm) 0 0 0
Nitrogen Dioxide (NO2)
State maximum 1-hour concentration (ppb) 47 49 46
State second-highest 1-hour concentration (ppb) 47 42 43
Annual average concentration (ppb) 8 7 8
Number of days standard exceededb
CAAQS 1-hour standard (180 ppb) 0 0 0
Particulate Matter (PM10)a
National maximum 24-hour concentration (µg/m3) 102.3 32.2 34.2
National second-highest 24-hour concentration µg/m3) 58.0 26.4 28.5
State maximum 24-hour concentration µg/m3) 105.0 33.0 36
State second-highest 24-hour concentration µg/m3) 59.0 27.0 30
National annual average concentration µg/m3) 12.0 8.2 7.7
State annual average concentration (µg/m3) 23.3 16.1 *
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Pollutant Standards 2020 2021 2022
Number of days standard exceededb
NAAQS 24-hour standard (> 150 µg/m3) 0 0 0
CAAQS 24-hour standard (> 50 µg/m3) 2 0 0
Particulate Matter (PM2.5)
National maximum 24-hour concentration (µg/m3) 147.3 22.4 29.0
National second-highest 24-hour concentration (µg/m3) 123.1 21.7 29.0
State maximum 24-hour concentration (µg/m3) 147.3 22.4 29.0
State second-highest 24-hour concentration (µg/m3) 123.1 21.7 29.0
National annual average concentration (µg/m3) 10.5 7.1 6.7
State annual average concentration (µg/m3) 10.5 * 6.8
Number of days standard exceededb
NAAQS 24-hour standard (> 35 µg/m3) 8 0 0
Source: California Air Resources Board 2021; U.S. Environmental Protection Agency 2021.
a Data for particulate matter (PM10) were unavailable from the Redwood City monitoring station or anywhere else in
San Mateo County; therefore, the data were taken from the San José – Jackson Street monitoring station in Santa
Clara County.
b An exceedance is not necessarily a violation.
CAAQS = California Ambient Air Quality Standards; NAAQS = National Ambient Air Quality Standards; ppm = parts
per million; ppb = parts per billion; µg/m3 = micrograms per cubic meter; * = data not available.
2.2.4 Attainment Designations
Local monitoring data, as included in Table 2, are used to designate areas as nonattainment,
maintenance, attainment, or unclassified areas for the NAAQS and the CAAQS. The four designations
are further defined as follows:
• Nonattainment. Assigned to areas where monitored pollutant concentrations violate the
standard in question.
• Maintenance. Assigned to areas where monitored pollutant concentrations exceeded the
standard in question in the past but are no longer in violation of that standard.
• Attainment. Assigned to areas where pollutant concentrations meet the standard in question
over a designated period of time.
• Unclassified. Assigned to areas where data are inadequate for determining whether a pollutant
is violating the standard in question.
Table 3 summarizes the attainment status for San Mateo County with regard to the NAAQS and the
CAAQS. For ozone and PM2.5, the county is in nonattainment for the federal standards, while, for
PM10, the county is in nonattainment for the State standard only.
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Table 3. Federal and State Attainment Status for San Mateo County
Criteria Pollutant Federal Designation State Designation
Ozone (8-hour) Marginal Nonattainment Nonattainment
CO Attainment Attainment
PM10 Attainment Nonattainment
PM2.5 Moderate Nonattainment Nonattainment
NO2 Attainment Attainment
SO2 Attainment Attainment
Lead Attainment Attainment
Sulfates (No Federal Standard) Attainment
Hydrogen Sulfide (No Federal Standard) Unclassified
Visibility (No Federal Standard) Unclassified
Source: California Air Resources Board 2022e; U.S. Environmental Protection Agency 2023.
CO = carbon monoxide; NO2 = nitrogen dioxide; PM2.5 = particulate matter with a diameter less than or equal to 2.5
microns; PM10 = particulate matter with a diameter less than or equal to 10 microns; SO2 = sulfur dioxide.
2.2.5 Toxic Air Contaminants
Although ambient air quality standards have been established for criteria pollutants, no ambient
standards exist for TACs. Many pollutants are identified as TACs because of their potential to
increase the risk of developing cancer or because of their acute or chronic health risks. For TACs
that are known or suspected carcinogens, CARB has consistently found that there are no levels or
thresholds below which exposure is risk free. Individual TACs vary greatly in the risks they present.
At a given level of exposure, one TAC may pose a hazard that is many times greater than another.
TACs are identified and their toxicity studied by OEHHA.
Diesel Particulate Matter
DPM is generated by diesel-fueled equipment and vehicles. Within the Bay Area, BAAQMD has found
that, of all controlled TACs, emissions of DPM are responsible for about 85 percent of the total
ambient cancer risk (BAAQMD 2023a). Short-term exposure to DPM can cause acute irritation (e.g.,
eye, throat, and bronchial), neurophysiological symptoms (e.g., lightheadedness and nausea), and
respiratory symptoms (e.g., cough and phlegm). EPA has determined that diesel exhaust is “likely to
be carcinogenic to humans by inhalation” (EPA 2003).
Type II Laboratory Toxic Air Contaminants
According to the HRA conducted by Yorke Engineering for the University of California, Davis
2017 Long-Range Development Plan, a Type II general biological sciences laboratory is known to
emit a variety of TAC emissions (Yorke Engineering 2018). These TAC emissions would occur from
the use of the different solvents, preservatives, acids, and other chemicals typically found in a
laboratory setting.
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Naturally Occurring Asbestos
Asbestos is the name given to several naturally occurring fibrous silicate minerals. Before the
adverse health effects of asbestos were identified, asbestos was widely used as insulation and
fireproofing in buildings; however, it can still be found in some older buildings. It is also found in its
natural state in rock or soil. The inhalation of asbestos fibers into the lungs can result in a variety of
adverse health effects, including inflammation of the lungs, respiratory ailments (e.g., asbestosis,
which is scarring of lung tissue that results in constricted breathing), and cancer (e.g., lung cancer
and mesothelioma, which is cancer of the linings of the lungs and abdomen).
2.2.6 Odors
Offensive odors can be unpleasant and lead to citizen complaints to local governments and air
districts. According to the Air Quality and Land Use Handbook (CARB 2005), land uses associated
with odor complaints typically include sewage treatment plants, landfills, recycling facilities,
manufacturing plants, and agricultural operations. CARB provides recommended screening
distances for siting new receptors near existing odor sources.
2.3 Impacts and Mitigation Measures
2.3.1 Methodology
Criteria pollutant emissions generated by construction activities were quantified using the
California Emissions Estimator Model (CalEEMod), version 2022.1 (CAPCOA 2022). Assumptions
related to construction activity and scheduling (i.e., construction phase start and end dates) were
based on project-specific information provided by the project sponsor as well as model defaults
where project-specific information was not available.
Construction
Construction of the south and north buildings would occur in separate stages but begin with a
demolition/abatement phase that would involve construction activities on the entirety of the project
site. Construction on the southern portion of the project site would occur during eight phases.
• Phase 1: Rough grading/site demolition (includes site clearing, shoring, grading, and mass
excavation),
• Phase 2: Deep foundations,
• Phase 3: Foundations,
• Phase 4 Superstructure,
• Phase 5: Building enclosure,
• Phase 6: Interior buildout,
• Phase 7: Sitework, and
• Phase 8: Start-up/building commissioning and final inspections.
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Immediately following the completion of construction on the southern portion of the project site,
construction on the northern portion would begin, with the same phases.
Each phase would have a discrete start and end date. Based on input from the project sponsor, the
analysis assumes that construction would occur 5 days a week, Monday through Friday. The
construction assumptions for the project are summarized below. In addition, the data used in the
construction analysis are provided in Attachment A of this report.
• Heavy-Duty Construction Equipment. The project sponsor provided information regarding
the number of pieces of equipment, fuel type, engine tier, and hours per day for each phase of
construction. Some equipment would be electrically powered, including the scissor lifts and
manlifts. All construction equipment would be equipped with a Tier 4 Final engine, except for
electrical equipment, which does not produce direct emissions. In addition, a diesel-powered
drill rig would have a Tier 3 engine.
• Construction Workers’ Vehicle Trips. Calculations of emissions from workers’ vehicles were
based on the CalEEMod default number for daily workers per phase, the number of trips per day
(i.e., two one-way trips per worker), trip length (i.e., 12 miles one way), and fleet mix (e.g., light-
duty autos and light-duty trucks) (CAPCOA 2022). Emissions were calculated in CalEEMod,
which uses Emissions Factor 2021 (EMFAC2021) (CARB 2021a).
• Construction Vendor Truck Trips. Calculations of emissions from vendors’ trucks were based
on the number of daily vendors per phase, as provided by the project sponsor; the number of
trips per day (i.e., two one-way trips), trip length (i.e., 8 miles one way), and fleet mix
(e.g., heavy-heavy duty trucks, medium-heavy-duty trucks), then calculated in CalEEMod.
• Construction Haul Truck Trips. Calculations of emissions from haul trucks were based on the
total number of haul trucks per phase, as provided by the project sponsor, for the rough
grading/site demolition, deep foundations, foundations, superstructure, and building enclosure
phases. Trip lengths and fleet mix (e.g., heavy-heavy duty trucks) were also considered. The total
number of truck trips for each construction phase was calculated by multiplying the number of
daily trips by the number of days for the construction phase.
• Paving. Paving activities would result in emissions of ROG from off-gassing. Each day, 0.5 acre
on the project site would be paved during the sitework phase, resulting ultimately in a total
paved area of about 71 acres.
• Architectural Coating. Architectural coating activities would also result in emissions of ROG
from off-gassing. The activities would take place during the building enclosure and interior
buildout phases.
• Earthmoving. Earthmoving activities would result in emissions of PM dust. Earthmoving would
involve grading a maximum of 1.5 acres per day during the first phase (rough grading/site
demolition) and 0.25 acre per day during the sitework phase. Soil would be both exported and
imported during the rough grading/site demolition phase.
• Demolition. Demolition and removal of the existing structure would result in emissions of PM
dust. A maximum of 25,000 sf of the existing structure would be demolished per day and
exported off-site during the demolition phase.
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It was assumed that BAAQMD Basic Construction Mitigation Measures would be implemented. The
measures applicable to the proposed project are as follows (BAAQMD 2023a):
• All exposed surfaces (e.g., parking areas, staging areas, soil piles, graded areas, unpaved access
roads) shall be watered two times per day.
• All haul trucks transporting soil, sand, or other loose material off-site shall be covered.
• All visible mud or dirt track-out onto adjacent public roads shall be removed using wet power
vacuum street sweepers at least once per day. The use of dry power sweeping is prohibited.
• All vehicle speeds on unpaved roads shall be limited to 15 mph.
• All roadways, driveways, and sidewalks to be paved shall be completed as soon as possible.
Building pads shall be laid as soon as possible after grading unless seeding or soil binders are
used.
• All excavation, grading, and/or demolition activities shall be suspended when average wind
speeds exceed 20 mph.
• All trucks and equipment, including their tires, shall be washed off prior to leaving the site.
• Unpaved roads providing access to sites located 100 feet or more from a paved road shall be
treated with a 6- to 12-inch layer of compacted layer of wood chips, mulch, or gravel.
• Publicly visible signs shall be posted with the telephone number and name of the person to
contact at the lead agency regarding dust complaints. This person shall respond and take
corrective action within 48 hours. The air district’s general air pollution complaints number
shall also be visible to ensure compliance with applicable regulations.
Operations
Operations of the project would generate emissions of ROG, NOX, PM10, and PM2.5 that could result in
long-term air quality effects. Existing uses at the project site generate emissions of the same
pollutants. The methodologies used to estimate criteria pollutant emissions resulting from
operation of the project as well as existing uses are described below.
Criteria pollutant emissions from motor vehicles associated with development of the project were
evaluated using CalEEMod, which uses emission factors from EMFAC2021, along with estimates of
VMT provided by the transportation consultants for the project.
For operational energy use, CalEEMod estimates criteria pollutant emissions from the on-site
combustion of natural gas but not from electricity consumption. The project sponsor provided
electricity consumption estimates for the proposed uses; CalEEMod default values were used for the
existing uses. Because existing uses on the site are all electric and the proposed buildings would be
all electric, there would be no direct energy-related emissions.
Area-source emissions would result from the reapplication of architectural coatings as part of
ongoing building maintenance, the use of consumer products, and the use of landscaping equipment.
CalEEMod default values were used for both the proposed uses and existing uses.
Stationary-source emissions would result from the testing of 24 diesel-powered emergency
generators with a 671-horsepower rating. Each generator was assumed to operate 150 hours per
year during scheduled testing.
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Health Risk Analysis
An HRA was prepared to quantify the levels of exposure from emissions of TACs and PM2.5 at sensitive
receptors and future on-site receptors from both project construction and operation. The HRA methods
are described below. All HRA modeling assumptions and results can be found in Appendix A.
DPM and PM2.5
The project would generate DPM and PM2.5 emissions during construction and operations. Because the
project would introduce DPM and PM2.5 emissions in an area near existing sensitive receptors, an HRA
was conducted in accordance with BAAQMD guidelines. The HRA uses the most recent air dispersion
model, AERMOD (version 23132),6 from EPA; the cancer and chronic risk assessment values for DPM
provided by OEHHA; and assumptions for model inputs recommended in BAAQMD’s Air Quality
Guidelines, Appendix E (BAAQMD 2023b). The HRA, which applies the most recent guidance and
calculation methods from OEHHA’s Air Toxics Hot Spots Program Guidance Manual for the Preparation of
Risk Assessments (OEHHA 2015), consists of three parts: an emissions inventory, air dispersion
modeling, and risk calculations. A description of each part is provided below.
Emissions Inventory
The emissions inventory includes DPM and PM2.5 emissions from construction and operations. During
construction, off-road equipment and on-road trucks would generate DPM emissions. The construction
PM2.5 inventory consists of PM2.5 emissions from equipment, fugitive dust generated from the on-site
movement of soil, and exhaust from trucks and construction workers’ vehicles on roadways.
The operational DPM inventory includes PM2.5 emissions from testing the emergency generators.
The operational PM2.5 inventory consists of PM2.5 emissions from diesel sources, fugitive dust from
vehicles traveling to and from the site on roadways, and exhaust from vehicles, both gasoline and
diesel powered, traveling to and from the site.
Air Dispersion Modeling
The HRA used EPA’s AERMOD model to model annual average DPM and PM2.5 concentrations at
existing and future on-site receptors. Modeling inputs, including emission rates and source
characteristics (e.g., release height, stack diameter, plume width), were based on guidance provided
by OEHHA, BAAQMD, and the South Coast Air Quality Management District (SCAQMD).7
The project site is located near the San Francisco International Airport monitoring station, which
collects meteorological data. The AERMET data, provided by BAAQMD, represents 2013 through
2017 monitoring.8
6 U.S. Environmental Protection Agency. 2023b. American Meteorological Society/Environmental Protection
Agency Regulatory Model Improvement Committee Modeling System (AERMOD). Version 23132. Available:
https://www.epa.gov/scram/air-quality-dispersion-modeling-preferred-and-recommended-models#aermod.
Accessed: February 22, 2024.
7 Certain information necessary for modeling, such as source parameters (e.g., source heights), is not available
from BAAQMD but is provided by SCAQMD. These parameters do not depend on a project’s geographic location
and are appropriate for use in areas outside of SCAQMD’s jurisdiction.
8 Bay Area Air Quality Management District. 2022. AERMOD-Ready Meteorological Data. November. Available:
https://www.baaqmd.gov/plans-and-climate/california-environmental-quality-act-ceqa/ceqa-tools/ceqa-
modeling-data. Accessed: December 2022.
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Construction
On-site construction emissions from off-road equipment were characterized as a polygon area
source that outlines the footprint of the two different development areas (Infinite 131 South and
North). A release height of 5.0 meters represented exhaust emissions, and a release height of
0.9 meter represented on-site fugitive dust emissions. The release height represents the height
above the ground at which pollutants are emitted. On-road travel emissions from haul and vendors’
trucks (for DPM and PM2.5) as well as construction workers’ vehicles (for PM2.5) were characterized
as line volume sources with a release height of 3.4 meters. Line volume sources represent a series of
individual volumes sources.
To account for the plume rise associated with mechanically generated air turbulence from
construction emissions for the AERMOD run, the initial vertical dimension of the area source was
modeled at 4.7 meters for exhaust and 0.8 meter for fugitive dust; for the line volume sources, the
initial vertical dimension was 3.2 meters. Plume rise is the height that pollutants rise above a release
height. For exhaust, plume rise occurs because of the temperature of the exhaust gas and because
exhaust gas temperatures can be high, which causes the plume to rise. For dust, plume rise accounts
for the mechanical entrainment of dust in the wheels of equipment and trucks. Emissions from off-
road equipment were assumed to be generated throughout the construction footprint. Emissions
from off-site trucks were modeled along the road segments adjacent to the construction footprint.
Modeling Domain and Receptor Network
The modeling of emissions from construction activities was based on typical construction hours and
days (i.e., 8 hours per day, 5 days per week). The urban dispersion option was used in the analysis
because the project site is in an urban area. In addition, the surrounding areas are developed with
buildings and paved surfaces that can influence how pollutants are dispersed in the area.
Off-site sensitive receptors were modeled in AERMOD at individual work sites in all directions
within at least 1,000 feet of the project site using a 20- by 20-meter receptor grid. On-site sensitive
receptors were modeled at the locations of the future buildings in the two different development
areas. Worker receptors were modeled at the Infinite 131 South building. Receptors were given a
height of 1.5 meters to represent the average human breathing zone, consistent with BAAQMD
guidance.9
Operations
Operations would generate DPM and PM2.5 from vehicle travel and the testing of the twenty-four
671-horsepower EPA Tier 3 emergency generators. For the PM2.5 analysis, on-road travel emissions
from delivery trucks, buses, and other vehicles accessing the site were characterized as line-volume
sources, with release heights of 0.9 meter for fugitive dust emissions and 3.4 meters for exhaust
emissions. To account for plume rise associated with mechanically generated air turbulence from
operational emissions for the AERMOD run, the initial vertical dimension for the line-volume
sources was set as 3.2 meters for exhaust and 0.8 meter for fugitive dust.
9 Bay Area Air Quality Management District. 2022. Air Quality Guidelines Appendix E: Recommended Methods For
Screening and Modeling Local Risks and Hazards. Available: https://www.baaqmd.gov/~/media/files/planning-
and-research/ceqa/ceqa-guidelines-2022/appendix-e-recommended-methods-for-screening-and-modeling-
local-risks-and-hazards_final-pdf.pdf?rev=b8917a27345a4a629fc18fc8650951e4&sc_lang=en. Accessed:
January 10, 2023.
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Similar to construction, the urban dispersion option considered the project site’s characteristics. Off-
site sensitive receptors were modeled in AERMOD at individual work sites in all directions within
1,000 feet of the project site using a 20- by 20-meter receptor grid. On-site sensitive receptors were
modeled at the locations of the future buildings in the two different areas. Day-care receptors were
modeled for the day-care building; worker receptors were modeled for the buildings in I131N and
I131S. Receptors were given a height of 1.5 meters to represent the average human breathing zone,
consistent with BAAQMD guidance.10
Health Risk Exposure Estimation
The risk calculations incorporate OEHHA’s age sensitivity factors, which account for increased
sensitivity to carcinogens during early-in-life exposure. The approach for estimating cancer risk
from long-term inhalation, including exposure to carcinogens, requires calculating a range of
potential doses and multiplying by cancer potency factors in units corresponding to the inverse dose
to obtain a range of cancer risks. For cancer risk, the risk for each age group is calculated using the
appropriate daily breathing rates, age sensitivity factors, and exposure durations. The cancer risks
calculated for individual age groups are summed to estimate the cancer risk for each receptor.
Chronic cancer and chronic and acute hazard risks were calculated using values from OEHHA’s 2015
HRA guidance.11
2.3.2 Thresholds of Significance
This analysis first considers whether the proposed project would conflict with the most recent air
quality plan (BAAQMD 2017). Specifically, the impact analysis evaluates whether the project would
support the primary goals of the 2017 Clean Air Plan, including applicable control measures, and
whether it would disrupt or hinder implementation of any control measures. Secondly, the
calculated regional criteria pollutant emissions are compared to BAAQMD’s project-level thresholds
(BAAQMD 2023a). BAAQMD’s thresholds, as summarized in Table 4, are recommended by the
agency to evaluate the significance of a project’s regional criteria pollutant emissions. According to
BAAQMD, projects with emissions in excess of the thresholds shown in Table 4 would be expected to
have a significant cumulative impact on regional air quality because an exceedance of the thresholds
is anticipated to contribute to NAAQS and CAAQS violations.
Localized Project-Generated Criteria Pollutant Emissions (Carbon Monoxide and
Particulate Matter) and Air Toxics (Diesel Particulate Matter)
Localized pollutants generated by a project can be deposited near the emissions source, potentially
affecting the nearby population. Although these pollutants dissipate with distance, emissions from
individual projects can result in direct and material health impacts on adjacent sensitive receptors.
The localized pollutants of concern that would be generated by the project are CO, PM, and DPM. The
applicable thresholds for each pollutant are described below.
10 Ibid.
11 Office of Environmental Health Hazard Assessment. 2015. Air Toxics Hot Spots Program Guidance Manual for the
Preparation of Risk Assessments. February. Available: https://oehha.ca.gov/media/downloads/crnr/
2015guidancemanual.pdf. Accessed: April 15, 2021.
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Table 4. BAAQMD Project-Level Regional Criteria Pollutant Emissions Thresholds
Analysis Thresholds
Regional Criteria Pollutants
(Construction)
• Reactive Organic Gases: 54 pounds/day
• Nitrogen Oxides: 54 pounds/day
• Particulate Matter: 82 pounds/day (exhaust only); compliance
with best management practices (fugitive dust)
• Fine Particulate Matter: 54 pounds/day (exhaust only);
compliance with best management practices (fugitive dust)
Regional Criteria Pollutants
(Operations)
• Reactive Organic Gases: Same as construction
• Nitrogen Oxides: Same as construction
• Particulate Matter: 82 pounds/day
• Fine Particulate Matter: 54 pounds/day
Source: Bay Area Air Quality Management District 2023.
Carbon Monoxide
Heavy traffic congestion can contribute to high levels of CO. Individuals exposed to such “hot spots”
may have a greater likelihood of developing adverse health effects. BAAQMD has adopted screening
criteria that provide a conservative indication of whether project-generated traffic would cause a
potential CO hot spot. If the screening criteria are not met, a quantitative analysis, through site-
specific dispersion modeling of project-related CO concentrations, would not be necessary. A project
would not cause localized violations of the CAAQS for CO if the BAAQMD’s CO screening criteria,
summarized below, are met (BAAQMD 2023a).
• The project traffic would not increase traffic volumes at affected intersections to more than
44,000 vehicles per hour.
• The project traffic would not increase traffic volumes at affected intersections to more than
24,000 vehicles per hour where vertical and/or horizontal mixing is substantially limited (e.g., a
tunnel, parking garage, bridge underpass, natural or urban street canyon, below-grade
roadway).
• The project would be consistent with an applicable congestion management program
established by the county congestion management agency for designated roads or highways, the
regional transportation plan, and local congestion management agency plans.
BAAQMD does not consider construction-generated CO to be a significant pollutant of concern
because construction activities typically do not generate substantial quantities of this particular
pollutant (BAAQMD 2023a).
Particulate Matter
BAAQMD adopted an incremental PM2.5 concentration-based significance threshold in which a
“substantial” contribution at the project level for an individual source is defined as total (i.e., exhaust
and fugitive) PM2.5 concentrations exceeding 0.3 microgram per cubic meter (μg/m3). In addition,
BAAQMD considers projects to have a cumulatively considerable PM2.5 impact if sensitive receptors
are exposed to PM2.5 concentrations from local sources within 1,000 feet, including existing sources,
project-related sources, and reasonably foreseeable future sources, that exceed 0.8 μg/m3 (BAAQMD
2023a).
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Diesel Particle Matter
DPM has been identified as a TAC. It is particularly concerning because long-term exposure can lead
to cancer, birth defects, and damage to the brain and nervous systems. BAAQMD has adopted
incremental cancer and hazard thresholds to evaluate receptor exposure to single sources of DPM
emissions. The “substantial” DPM threshold defined by BAAQMD is exposure of a sensitive receptor
to an individual emissions source, resulting in an excess cancer risk level of more than 10 in
1 million or a non-cancer (i.e., chronic or acute) hazard index greater than 1.0. BAAQMD also
considers projects to have a cumulatively considerable DPM impact if they contribute to DPM
emissions that, when combined with cumulative sources within 1,000 feet of sensitive receptors,
result in excess cancer risk levels of more than 100 in 1 million or a hazard index greater than 10.0.
(BAAQMD 2023a).
Asbestos
BAAQMD considers a project to have a significant impact if it does not comply with the applicable
regulatory requirements outlined in BAAQMD’s Regulation 11, Rule 2.
Odors
BAAQMD and CARB have identified several types of land uses as being commonly associated with
odors, such as landfills, wastewater treatment facilities, and animal processing centers (BAAQMD
2023; CARB 2005). BAAQMD’s CEQA Air Quality Guidelines recommend that project analyses
identify the locations of existing and planned odor sources and include policies to reduce potential
odor impacts in the project area (BAAQMD 2023a).
2.3.3 Project Impacts
Applicable Air Quality Plan Consistency
The CAA requires a SIP or an air quality control plan to be prepared for areas where air quality
violates the NAAQS. The SIP sets forth the strategies and pollution control measures that states will
use to attain the NAAQS. The CCAA requires attainment plans to demonstrate a 5 percent per year
reduction in nonattainment air pollutants or their precursors, averaged every consecutive 3-year
period, unless an approved alternative measure of progress is developed. Air quality attainment
plans outline emissions limits and control measures to achieve and maintain these standards by the
earliest practical date.
Consistency with the Bay Area 2017 Clean Air Plan
As described above, the current air quality attainment plan for the SFBAAB is BAAQMD’s 2017 Clean
Air Plan, which defines control strategies to reduce emissions and ambient concentrations of air
pollutants; safeguards public health by reducing exposure to air pollutants that pose the greatest
health risk, with an emphasis on protecting the communities most heavily affected by air pollution;
and reduces GHG emissions to protect the climate. According to the BAAQMD CEQA Air Quality
Guidelines, the determination of 2017 Clean Air Plan consistency should consider the following for
project-level analyses.
• Does the project support the primary goals of the air quality plan?
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The primary goals of the 2017 Clean Air Plan are
• Protect Air Quality and Health at the Regional and Local Scale: Attain all State and
national air quality standards and eliminate disparities among Bay Area communities in the
cancer health risk from TACs; and
• Protect the Climate: Reduce Bay Area GHG emissions to 40 percent below 1990 levels by
2030 and 80 percent below 1990 levels by 2050.
The proposed project would support the primary goals of the 2017 Clean Air Plan because it
would redevelop a site with two-story industrial buildings and a large parking lot and densify the
area through the construction of multi-story R&D buildings. Furthermore, the nearest bus stop is
within 0.5 mile, at Herman Street and Pacific Avenue, which would encourage future employees
to use public transportation.
The proposed project would include other features that would support a sustainable building
design and a reduction in GHG emissions. Specifically, the proposed project would install a
photovoltaic (PV) roof canopy and provide continuous bike and pedestrian access throughout the
campus. Furthermore, the proposed project would comply with all applicable City and State
measures, including Title 24, Part 6, of the California Energy Code, the baseline standard
requirements for energy efficiency.
• Does the project include applicable control measures from the air quality plan?
To meet the primary goals, the 2017 Clean Air Plan recommends specific control measures and
actions. These control measures are grouped into various categories that include stationary-
source measures, mobile-source measures, and transportation control measures. The 2017 Clean
Air Plan recognizes that community design dictates individual travel mode and that a key long-
term control strategy to reduce emissions of criteria pollutants, air toxics, and GHGs from motor
vehicles is to channel future Bay Area growth into vibrant urban communities where goods and
services are close at hand and people have a range of viable transportation options. To that end,
the 2017 Clean Air Plan includes control measures that are aimed at reducing air pollution in the
SFBAAB.
The proposed project would support TR9, Bicycle and Pedestrian Access and Facilities, because it
would improve conditions for walking and biking by providing on-site bicycle racks/lockers,
providing long-term bicycle racks for workers, and orienting buildings to be sidewalk-facing,
with multiple pedestrian entrances. In addition, the proposed project would support TR22,
Construction, Freight, and Farming Equipment, because all off-road construction equipment
associated with the project would include either electric or equipped with Tier 3 or Tier 4
engines.
The proposed project would also support TR2, Trip Reduction Programs, because it would
comply with the City’s Transportation Demand Management (TDM) ordinance to reduce
operational VMT and related criteria pollutants, along with air toxics and GHG emissions.
Finally, the proposed project would support TCM-D3, Local Land Use Strategies, because it would
replace an existing parking structure and two-story industrial buildings with an employment
center located within 0.5 mile of the nearest bus stop, at Herman Street and Pacific Avenue. This
would encourage future employees to use public transportation.
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• Does the project disrupt or hinder implementation of any air quality plan control measures?
The proposed project does not hinder implementation of any control measures in the 2017 Clean Air
Plan. Rather, the project supports and includes TR9, Bicycle and Pedestrian Access, and TCM-D3,
Local Land Use Strategies. Other control measures are not applicable to the project, such as those
involving stationary sources or those that are policies for BAAQMD to adopt. Although the measures
are not applicable, the project would not hinder the measures from being implemented.
Conclusion
Based on the discussion above, the proposed project would support the primary goals of the 2017
Clean Air Plan, would incorporate all applicable control measures, and would not disrupt or hinder
implementation of any control measures. Thus, the proposed project would not conflict with or
obstruct implementation of the 2017 Clean Air Plan.
Mass Emissions of Criteria Air Pollutant Impacts
The mass emissions thresholds developed by BAAQMD to assess the potential for a project to violate
local air quality standards or contribute to an air quality standard violation correlate with the
planned increases in air pollutant emissions assumed in the 2017 Clean Air Plan. According to the
BAAQMD, projects with emissions in excess of the thresholds would be expected to have a
significant cumulative impact on regional air quality because an exceedance of the thresholds is
anticipated to contribute to CAAQS and NAAQS violations.
Construction Impacts
Project construction has the potential to create air quality impacts through the use of heavy-duty
construction equipment, along with construction workers’ vehicle trips, on-road truck trips, paving
operations, and the application of architectural coatings. In addition, fugitive dust emissions would
result from removal of the existing structures and earthmoving activities. However, emissions may
vary substantially, depending on the level of activity, length of the individual construction activity,
the types of equipment, number of personnel, and soil moisture content.
Construction-related emissions for the proposed project have been calculated using the methods
described above. To evaluate construction emissions, it was assumed that the BAAQMD’s fugitive
dust control measures would be implemented, as required for all development occurring within
BAAQMD’s jurisdiction, as well as the City’s standard conditions of approval.12 Estimated
construction emissions for the project assume implementation of the measures, as summarized by
year in Table 5. Emissions are presented for each year of construction to capture the sum of
emissions from the multiple activity categories occurring within the same year.
12 The City’s standard conditions of approval related to dust include Condition 12 (“The construction and
permitted use on the property shall be so conducted as to reduce to a minimum any noise vibration or dust
resulting from the operation”), and Condition 15 (“Prior to any on-site grading, a grading permit shall be
obtained from the City Engineer”).
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Table 5. Average Daily Construction Criteria Pollutant Emissions from the Proposed Project
(pounds per day)a,b
Construction Year
(and building) ROG NOX PM10 Exhaust PM2.5 Exhaust
2026 (I131S) 2 18 < 1 < 1
2027 (I131S) 20 14 < 1 < 1
2028 (I131S & I131N) 8 9 < 1 < 1
2029 (I131N) 8 16 < 1 < 1
2030 (I131N) 19 12 < 1 < 1
2031 (I131N) 2 3 < 1 < 1
BAAQMD threshold 54 54 82 54
Exceeds threshold? No No No No
a. Emissions are rounded to the nearest whole number.
b. The modeling output files are included in Appendix A of this report.
As shown in Table 5, emissions would be below the BAAQMD threshold for all pollutant emissions
for all years. As noted above, best management practices during construction activities would be
implemented in accordance with BAAQMD guidelines as well as the City’s standard conditions of
approval.
Operational Impacts
Operation of the proposed project would generate emissions from area, mobile, energy, stationary,
and laboratory sources. Each of these sources was included in the quantification of the project’s
long-term operational emissions, as described below.
Stationary-, Mobile-, and Area-Source Emissions
The proposed project would result in stationary-source emissions from operation of 24 emergency
diesel generators, which would be used in the event of power grid failure. The generators would use
Tier 2 engines. Mobile-source emissions would be generated from daily employee trips to and from
the project site. Area-source emissions would occur from the use of consumer products,
architectural coatings, and landscaping equipment. Lastly, laboratory operations would emit fugitive
ROG emissions. Daily unmitigated operational emissions are shown in Table 6 and compared to the
applicable BAAQMD thresholds.
The net effect of the proposed project is determined by calculating operational emissions from the
existing land uses to be replaced by the proposed project and subtracting those from the proposed
project’s estimated operational emissions. Table 6 shows existing land use emissions, the proposed
project’s unmitigated emissions, and the difference between the two, which is the net effect of the
proposed project.
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Table 6. Average Daily Net Operational Criteria Pollutant Emissions (pounds per day)a,b,c
Source ROG NOX PM10 PM2.5
Existing Land Uses
Area sources < 1 — — —
Energy sourcesc — — — —
Mobile sources 2 2 4 1
Total Existing 2 2 4 1
Unmitigated Proposed Project
Area sources 51 — — —
Energy sourcesd — — — —
Mobile sources 19 18 73 19
Stationary sources 11 30 2 2
Laboratory sources 12 — — —
Vegetation < -1 <-1 < -1 < -1
Total Project 93 48 74 20
Net Project Emissions 91 46 70 19
BAAQMD threshold 54 54 82 82
Exceeds threshold? Yes No No No
a. Emissions are rounded to the nearest whole number.
b. The modeling output files are included in Appendix A of this report.
c. Exceedances of the thresholds are underlined.
d. Because existing uses on the site are all electric and the proposed buildings would be all electric, there would be no direct energy-related emissions
As shown in Table 6, unmitigated daily ROG emissions would exceed BAAQMD’s threshold, but no
other pollutants would exceed the thresholds. For ROG, the threshold would be exceeded by
approximately 37 pounds per day. Area-source emissions, as shown in Table 6, contribute the
largest quantity of emissions (51 pounds per day). These emissions are primarily from the use of
consumer products, such as cleaning products, within the buildings. Other area sources of ROG
emissions include landscaping equipment and off-gassing from architectural coatings (i.e. paint).
Mobile, stationary, and laboratory sources generate lesser quantities of ROG emissions but still
contribute to the exceedance. To reduce emissions of ROG, the project sponsor would need to
implement the measures outlined below.
• Measure AQ-1: Require Low-VOC Coatings during Project Operation. The project sponsor
shall require contractors, as a condition of contract, to reduce construction-related fugitive ROG
emissions by ensuring that low-VOC coatings with a VOC content of 50 grams per liter or less are
used during operation.
• Measure AQ-2: Require Low-VOC Cleaning Supplies. The project sponsor shall provide
educational resources for tenants concerning zero- or low-VOC cleaning products. Prior to
receipt of any certificate of final occupancy, the project sponsor shall work with the City of South
San Francisco to develop the electronic correspondence to be distributed by email to new
commercial tenants regarding a requirement to purchase cleaning products that generate less
than the typical VOC emissions.
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• Measure AQ-3: Require Use of Zero-Emission Landscape Equipment. The project sponsor
shall provide educational resources for tenants concerning zero-emission landscape equipment.
The project sponsor, as a condition of contract, shall require all tenants to use only electric
landscaping equipment throughout project operation to reduce ROG, NOX, PM10, and PM2.5
emissions.
With implementation of these measures ROG emissions would be reduced because the products
used, such as coatings and cleaning products, would result in less off-gassing of ROG compared to
typical products. In addition, ROGs and other pollutants from combustion associated with
landscaping equipment would be eliminated through the use of zero-emission equipment.
Table 7 shows existing land use emissions as well as the project’s emissions with the measures
above implemented.
Table 7. Average Daily Net Operational Criteria Pollutant Emissions with Measures Implemented (pounds per day)a,b,c
Source ROG NOX PM10 PM2.5
Existing Land Uses
Area sources < 1 — — —
Energy sourcesc — — — —
Mobile sources 2 2 4 1
Total Existing 2 2 4 1
Mitigated Proposed Project
Area sources 36 — — —
Energy sourcesc — — — —
Mobile sources 19 18 73 19
Stationary sources 11 30 2 2
Laboratory sources 12 — — —
Vegetation < -1 < -1 <-1 < -1
Total Project 78 48 74 20
Net Project Emissions 76 46 70 19
BAAQMD threshold 54 54 82 82
Exceeds threshold? Yes No No No
a. Emissions are rounded to the nearest whole number.
b. The modeling output files are included in Appendix A of this report.
c. Exceedances of the thresholds are underlined.
As shown in Table 7, net emissions of ROG would still exceed BAAQMD’s threshold with the measure
implemented. Area sources would still contribute approximately 36 pounds of ROG per day. There
are no additional measures to reduce these emissions further. As such, operation of the proposed
project would generate ROG emissions in excess of BAAQMD’s numeric thresholds.
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Community Risk Impacts
Criteria Air Pollutants
Adverse health effects induced by regional criteria pollutants, such as ozone precursors and PM,
generated by the project are highly dependent on a multitude of interconnected variables
(e.g., cumulative concentrations, local meteorology and atmospheric conditions, the number and
character of exposed individuals [e.g., age, gender]). Ozone precursors (ROG and NOX) contribute to the
formation of ground-borne ozone on a regional scale. Emissions of ROG and NOX generated in one area
may not equate to a specific ozone concentration in that same area. Similarly, some types of particulate
pollution may be transported over long distances or formed through atmospheric reactions. As such,
the magnitude and locations of specific health effects from exposure to increased ozone or regional PM
concentrations are the product of emissions generated by numerous sources throughout a region as
opposed to a single individual project. Moreover, exposure to regional air pollution does not guarantee
that an individual will experience an adverse health effect. As discussed above, there are large
individual differences in the intensity of symptomatic responses to air pollutants. These differences are
influenced, in part, by the underlying health condition of an individual, which cannot be known.
Models and tools have been developed to correlate regional criteria pollutant emissions to potential
community health impacts. Although models are capable of quantifying ozone and secondary PM
formation and associated health effects, these tools were developed to support regional planning and
policy analysis and have limited sensitivity to small changes in criteria pollutant concentrations induced
by individual projects.
As discussed above, BAAQMD’s regional thresholds consider existing air quality concentrations and
attainment or nonattainment designations under the NAAQS and CAAQS. The NAAQS and CAAQS are
informed by a wide range of scientific evidence that demonstrates that there are known safe
concentrations of criteria pollutants. Although BAAQMD recognizes that air quality is a cumulative
problem, it considers projects that generate criteria pollutant and ozone precursor emissions that fall
below the thresholds to be minor in nature; therefore, such projects would not adversely affect air
quality to the extent that the health-protective NAAQS or CAAQS would be exceeded.
Regional emissions generated by a project could increase photochemical reactions and the formation of
tropospheric ozone and secondary PM, which, at certain concentrations, could lead to increased
incidences of specific health consequences. The project would result in ROG emissions that would
exceed the thresholds of significance; thus, the criteria pollutant applicable to potential health effects
would be ozone because ROG is considered an ozone precursor that results in ozone formation after
being emitted. Ozone is a secondary air pollutant produced in the atmosphere through a complex series
of photochemical reactions involving ROG (and NOX) in the presence of sunlight.
Quantitative analysis of health outcomes resulting from emissions from a large project in San José has
demonstrated that the individual project contribution toward health outcomes is minimal relative to
background occurrences . For that project, the highest emissions of ROG, NOX, PM10, and PM2.5 were 389
pounds per day, 258 pounds per day , 237 pounds per day , and 56 pounds per day (ESA 2020),
respectively, which are substantially higher levels of emissions compared with the proposed project’s
emissions. In addition, the proposed project would not result in a threshold exceedance with respect to
ROG emissions. The health outcomes for the project in San José were found to be a very small
proportion of background incidences (ESA 2020); thus, any health outcomes for the proposed project
would very likely be even smaller and much less than the background occurrences.
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Diesel Particulate Matter and Localized PM2.5
DPM is a carcinogen emitted by diesel internal-combustion engines. Project-related construction
activities would generate DPM (i.e., PM10 exhaust from diesel vehicles)13 from off-road equipment
and heavy-duty trucks. PM2.5 exhaust and fugitive dust emissions would be generated from off-road
equipment, on-site material movement, and on-road travel by heavy-duty trucks and workers’
vehicles. Operational sources of PM2.5 exhaust and fugitive dust emissions would be generated by
emergency generators and employees’ vehicles.
Health impacts from exposure to DPM include cancer risks and chronic non-cancer risks. The HRA
for the proposed project, which was conducted using the methods described above, includes an
evaluation of annual concentrations of DPM emissions and PM2.5 emissions from exhaust and
fugitive dust sources. Table 8 presents the maximum construction and operational health risks
resulting from exposure to DPM and PM2.5 for worker and day-care receptors within 1,000 feet of
the project site. Annual PM2.5 concentrations are also presented. For worker receptors, the cancer
risk values reflect an exposure duration of 5 years for construction and 20 years for operations. For
future day-care receptors who will be on-site after construction is completed, the cancer risk values
represent 5 years of operations.
Table 8. Estimated Project-Level Health Risk Results
Receptor Type
Cancer Risk
(cases per
million)a
Hazard Index:
Non-Cancer
Chronic Riskb
Hazard Index:
Non-Cancer
Acute Riskb
Annual PM2.5
Concentrations
(µg/m3) b
Worker (cancer risk MEI)c 9.8 0.10 0.01 0.40
Worker (PM2.5 concentration MEI) 4.9 0.10 0.01 0.49
Day care (cancer risk MEI) 3.2 0.01 0.01 0.06
Day care (PM2.5 concentration MEI) 2.7 0.01 0.01 0.07
BAAQMD significance threshold 10 1.0 1.0 0.3
Exceeds threshold? No No No Yes
Notes:
µg/m3 = micrograms per cubic meter; PM2.5 = particulate matter with an aerodynamic diameter of 2.5 or less
a. For worker receptors, the evaluation of cancer risk was modeled for an exposure duration of 5 years for
construction and 20 years for operation. For day-care receptors, the evaluation of cancer risk was modeled for an
exposure duration of 5 years for operation.
b. Non-cancer chronic hazard index and annual PM2.5 concentrations were based solely on annual construction and
operational emissions. Non-cancer acute hazard index concentrations were based on 1-hour operational
emissions.
c. MEI = maximally exposed individual
As shown in Table 8, the cancer risk and the hazard index values would not exceed BAAQMD
thresholds for either worker or day-care receptors. The highest cancer risk, 9.8 cases per million,
which would occur during construction at the locations of worker receptors, would be below the
threshold of 10 cases per million. The highest hazard index value (0.1) would also occur during
construction at the locations of worker receptors and be well below the threshold of 1.0. However,
annual PM2.5 concentrations would exceed the BAAQMD threshold of 0.3 µg/m3. The highest value
would be approximately 0.5 µg/m3, which would be the result of dust and exhaust generated during
13 Per BAAQMD guidance, PM10 exhaust is used as a surrogate for DPM.
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construction that could affect workers. For day-care receptors, the PM2.5 concentrations are much
lower because those receptors would be exposed only to operational sources of PM2.5, which would
generate fewer emissions than construction sources at the locations of day-care receptors.
Accordingly, sensitive worker receptors would be exposed to substantial concentrations of PM2.5
during construction. To reduce PM2.5 concentrations during construction, the project sponsor would
need to implement the measure outlined below.
Measure AQ-4: Implement Construction Mitigation Measures to Reduce Dust Emissions.
The project sponsor shall require all construction contractors to implement the dust-reducing
measures listed below, which are based on BAAQMD’s Basic Best Management Practices for
Construction-Related Fugitive Dust Emissions but include more stringent measures to obtain
greater reductions. The project sponsor shall provide documentation to the City of South San
Francisco that the construction measures have been reflected in all construction contracts prior
to the commencement of project construction activities.
All exposed surfaces (e.g., parking areas, staging areas, soil piles, graded areas, unpaved
access roads) shall be watered at least three times per day to maintain a minimum soil
moisture of 12 percent. Moisture content can be verified by lab samples or a moisture probe.
All haul trucks transporting soil, sand, or other loose material off-site shall be covered.
All visible mud or dirt track-out onto adjacent public roads shall be removed using wet
power vacuum street sweepers at least once per day. The use of dry power sweeping is
prohibited. Paved roads shall otherwise be swept once per month.
All vehicle speeds on unpaved roads shall be limited to 15 mph.
Paving of all roadways, driveways, and sidewalks shall be completed as soon as possible.
Building pads shall be laid as soon as possible after grading, unless seeding or soil binders
are used.
All excavation, grading, and/or demolition activities shall be suspended when average wind
speeds exceed 20 mph.
All trucks and equipment, including their tires, shall be washed off prior to leaving the site.
Unpaved roads providing access to sites located 100 feet or more from a paved road shall be
treated with a 6- to 12-inch layer of compacted layer of wood chips, mulch, or gravel.
A publicly visible sign shall be posted with the name and telephone number of the person to
contact at the City regarding dust complaints. That person shall respond and take corrective
action within 48 hours. The air district’s phone number shall also be visible to ensure
compliance with applicable regulations.
Table 9 presents the maximum construction and operational health risks resulting from exposure to
DPM and PM2.5 for worker and day-care receptors within 1,000 feet of the project site with
implementation of measures to reduce fugitive dust emissions during construction.
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Table 9. Estimated Project-Level Health Risk Results with Measures Implemented
Receptor Type
Cancer
Risk
(cases per
million)a
Hazard Index:
Non-Cancer
Chronic Riskb
Hazard
Index: Non-
Cancer
Acute Riskb
Annual PM2.5
Concentrations
(µg/m3)b
Worker (cancer risk MEI)c 9.8 0.10 0.01 0.31
Worker (PM2.5 concentration MEI) 2.4 0.01 0.01 0.46
Day care (cancer risk MEI) 3.2 0.01 0.01 0.06
Day care (PM2.5 concentration MEI) 2.7 0.01 0.01 0.07
BAAQMD significance threshold 10 1.0 1.0 0.3
Exceeds threshold? No No No Yes
Notes:
µg/m3 = micrograms per cubic meter; PM2.5 = particulate matter with an aerodynamic diameter of 2.5 or less
a. For worker receptors, the evaluation of cancer risk was modeled for an exposure duration of 5 years for
construction and 20 years for operation. For day-care receptors, the evaluation of cancer risk was modeled for an
exposure duration of 5 years for operation.
b. Non-cancer chronic hazard index and annual PM2.5 concentrations were based solely on annual construction and
operational emissions. Non-cancer acute hazard index concentrations were based on 1-hour operational
emissions.
c. MEI = maximally exposed individual
Although the emissions modeling includes implementation of construction mitigation measures
to reduce dust, as shown in Table 9, PM2.5 emissions would result in concentrations that could
nevertheless exceed the BAAQMD threshold. Without implementation of dust reduction
measures, the maximum PM2.5 concentration, as shown in Table 8, would result from
construction activities; however, with the reduction measures implemented, construction
concentrations would be reduced and the annual concentration during operations would become
the maximum value.
The worker receptor MEI for operational PM 2.5 is at a location different from than for
construction PM 2.5. The primary reason for the exceedance is the proximity of worker receptors
to sources of PM2.5 from Project-operations (i.e., on-road vehicle trips to and from the site). The
worker receptors who would be exposed to the PM2.5 concentration exceedance would be those
at the adjacent site east of the Infinite 101 site. The distance between workers at the adjacent site
and operations of the proposed project would be minimal and would not allow pollutant
concentrations to disperse. As such, exceedance of the threshold would be largely due to the
proximity of the receptors. No additional measures have been identified to avoid this exceedance.
Laboratory TACs
Project buildings could have wet laboratory uses that could, depending on the specific use,
generate emissions at building vents. Although the exact emissions and TACs that could occur are
unknown, examples of common TACs from laboratories include benzene, t-butyl alcohol,
chloroform, ethanol, and formaldehyde. The precise use of the new laboratory space is unknown
at this time; however, this assessment conservatively assumes that 50 percent of the new
buildings could have laboratories with up to 816,000 sf of wet laboratory space. However, during
the permitting phase of development, new stationary TAC sources would be required to comply
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with BAAQMD rules and regulations, thereby ensuring compliance with best available control
technology for toxics (if appropriate). The regulations could include emissions limits and/or
emissions control technologies appropriate for the specific source. Operational emissions of
laboratory-generated TACs are included in the health risk results shown in Table 8. Such
emissions would not expose sensitive receptors to substantial pollutant concentrations.
Localized Carbon Monoxide Impacts
Continuous engine exhaust may elevate localized CO concentrations, resulting in hot spots.
Receptors exposed to these CO hot spots may have a greater likelihood of developing adverse
health effects. CO hot spots are typically observed at heavily congested intersections where a
substantial number of gasoline-powered vehicles idle for prolonged durations throughout the
day. The BAAQMD’s screening criteria for CO hot spots is 44,000 vehicles per hour at affected
intersections and 24,000 vehicles per hour at affected intersections where vertical or horizontal
mixing is limited (i.e., a tunnel).
To use BAAQMD’s quantitative screening criteria for evaluating CO hot spots, a project must be
consistent with an applicable congestion management program (CMP). The project would not
conflict with the applicable CMP because none of the study intersections are part of the CMP
network. Thus, BAAQMD quantitative screening values are used to evaluate the project’s
potential to create CO hot spots.
Peak-hour traffic volume data for intersections in the project area, as provided by the traffic
engineers and included in Appendix A, indicate that traffic volumes at all intersections would be
below both the 44,000- and 24,000-vehicle-per-hour criteria. As a result, the additional vehicle
trips associated with the project would not result in a localized violation of the CAAQS for CO.
Asbestos
Asbestos is a naturally occurring mineral that was previously used in building construction
because of its heat resistance and strong insulating properties. Exposure to asbestos, however,
has been shown to cause many disabling and fatal diseases, including lung cancer, mesothelioma,
and pleural plaques. Demolition of the existing hardscape (i.e., asphalt and concrete) as well as
buildings on the project site may expose workers and nearby receptors to asbestos if the
material was used during construction of the original hardscape and buildings. However, the
construction contractor would be required to comply with BAAQMD Regulation 11, Rule 2,
Asbestos, Demolition, Renovation, and Manufacturing. The purpose of this rule is to control
emissions of asbestos to the atmosphere during demolition and building renovation. Because the
contractor would be required to control asbestos emissions according to BAAQMD regulations,
receptors would not be exposed to substantial asbestos risks.
Odor Impacts
Offensive odors rarely cause physical harm, but they can be unpleasant and lead to considerable
distress among the public. This distress often generates citizen complaints to local governments
and air districts. According to CARB’s 2005 Air Quality and Land Use Handbook, land uses
associated with odor complaints typically include sewage treatment plants, landfills, recycling
facilities, manufacturing plants, and agricultural operations (CARB 2005). CARB provides
recommended screening distances for siting new receptors near existing odor sources. The
project would not site any new sensitive receptors near an existing odor source because the
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project would not include sensitive land uses (e.g., schools or residences). BAAQMD’s Regulation
7 (Odorous Substances) establishes general odor limitations for odorous substances and specific
emissions limitations for certain odorous compounds.
The proposed project would be constructed on land that has been designated Business
Technology Park-High. The project, an R&D center, is a land use that is not typically associated
with odor complaints, according to CARB’s Air Quality and Land Use Handbook. During
construction, diesel-powered equipment, exhaust from haul vehicles, and architectural coatings
may generate temporary odors. During operations, emergency generator testing may also result
in temporary odors. Both equipment- and generator-related odors would be temporary and
would dissipate rapidly as a function of distance. Compared with existing odor sources in the
vicinity of the project site, including the industrial land uses, odors from project operations
would be similar to current conditions. The proposed project would comply, as applicable, with
BAAQMD’s Regulation 7, which limits emissions of odorous compounds from all non-exempt
entities within BAAQMD’s jurisdiction. Accordingly, construction and operation of the project is
not expected to create objectionable odors that would affect a substantial number of people.
2.3.4 Cumulative Impacts on Air Quality
According to BAAQMD’s CEQA Air Quality Guidelines, combined risk levels should be determined
for all TAC sources within 1,000 feet of a project site and compared to BAAQMD’s cumulative
health risk thresholds (BAAQMD 2023a).
Existing TAC sources and the proposed project’s construction emissions could contribute to a
cumulative health risk for sensitive receptors near the project site. BAAQMD’s inventory of
stationary health risks was used to estimate the level of health risk from existing stationary
sources in combination with the proposed project’s contributions. Geographic information
system (GIS) raster files provided by BAAQMD were used to estimate roadway and railway
emissions (BAAQMD 2023b). The methods used to estimate project-related TAC emissions and
health risks are described above under Methodology, with further details in Attachment B.
The results of the cumulative impact assessment are summarized in Table 10, which shows the
health risk values for the proposed project’s maximally affected receptors as well as the health
risk contributions from existing sources. The results in Table 10 include implementation of
measures to reduce dust emissions during construction, as described above, and the table is
divided into separate sections for the two types of receptors as well as health risks and PM2.5
concentrations. If one worker receptor, for example, experiences the highest cancer risk, the full
modeling results for that receptor are presented in the table. However, if a different worker
receptor experiences the highest PM2.5 concentration, the full modeling results for that receptor
are also presented. The sum of the proposed project’s health risk values and existing background
health risk values is compared to BAAQMD cumulative thresholds. Additional data on individual
background contributions from existing sources are included in Attachment B.
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Table 10. Cumulative Health Risks at Maximally Affected Receptors with Measures Implemented
Maximally Affected Receptor for Worker Cancer Risk
Source
Cancer
Risk
(per million)
Non-Cancer
Chronic
Hazard
Index
Non-Cancer
Acute
Hazard
Index
Annual PM2.5
Concentration
(µg/m3)
Existing Sources
Stationary sources 7 0.01 < 0.01 8.73
Roadway sources 13 0.05 < 0.01 0.35
Rail sources 13 < 0.01 < 0.01 0.02
Existing Total 33 0.06 < 0.01 9.09
Project Sources
Construction (5-year exposure)
plus operation (20-year exposure) 10 0.10 0.01 0.31
Existing plus Project
Existing plus construction 43 0.15 0.01 9.40
BAAQMD cumulative thresholds 100 10 10 0.8
Exceeds thresholds? No No No Yes
Maximally Affected Receptor for Worker PM2.5 Concentration
Existing Sources
Stationary sources 8 0.03 < 0.01 8.72
Roadway sources 24 0.09 < 0.01 0.71
Rail sources 14 < 0.01 < 0.01 0.02
Existing Total 46 0.13 < 0.01 9.45
Project Sources
Construction (5-year exposure) +
Operation (20-year exposure) 2 0.01 0.01 0.46
Existing plus Project
Existing plus construction 48 0.14 0.01 9.91
BAAQMD cumulative thresholds 100 10 10 0.8
Exceeds thresholds? No No No Yes
Maximally Affected Receptor for Day-Care Cancer Risk
Existing Sources
Stationary sources 9 0.04 < 0.01 9.3
Roadway sources 9 0.03 < 0.01 0.21
Rail sources 18 < 0.01 < 0.01 0.02
Existing Total 36 0.07 < 0.01 9.53
Project Sources
Construction (5-year exposure) +
Operation (20-year exposure) 3 0.01 0.01 0.06
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Maximally Affected Receptor for Worker Cancer Risk
Source
Cancer
Risk
(per million)
Non-Cancer
Chronic
Hazard
Index
Non-Cancer
Acute
Hazard
Index
Annual PM2.5
Concentration
(µg/m3)
Existing plus Project
Existing plus construction 39 0.09 0.01 9.59
BAAQMD cumulative thresholds 100 10 10 0.8
Exceeds thresholds? No No No Yes
Maximally Affected Receptor for Day-Care PM2.5 Concentration
Existing Sources
Stationary sources 11 0.05 < 0.01 8.72
Roadway sources 9 0.03 < 0.01 0.24
Rail sources 18 < 0.01 < 0.01 0.02
Existing Total 39 0.09 < 0.01 8.98
Project Sources
Construction (5-year exposure) +
Operation (20-year exposure) 3 0.01 0.01 0.07
Existing plus Project
Existing plus construction 42 0.10 0.01 9.05
BAAQMD cumulative thresholds 100 10 10 0.8
Exceeds thresholds? No No No Yes
Notes:
Totals may not add up because of rounding.
µg/m3 = micrograms per cubic meter; PM2.5 = particulate matter with an aerodynamic diameter of 2.5 or less
As shown in Table 10, existing stationary, roadway, and railway sources in combination with the
proposed project would not exceed BAAQMD cumulative thresholds for cancer risk or the hazard
index. The highest values for cancer risk and the hazard index are 51 in 1 million and 0.23,
respectively, for the maximally affected receptor, well below the BAAQMD cumulative thresholds of
100 in 1 million for cancer risk and 10 for the hazard index. However, annual PM2.5 concentrations
would exceed BAAQMD’s cumulative threshold of 0.8 µg/m3 for both types of receptors. The highest
value for existing plus project-related PM2.5 concentrations would be approximately 9.91 µg/m3 at
the maximally affected worker receptor, although other analyzed maximally affected receptors (i.e.,
the maximally affected worker receptors for health risks) would also be exposed to an exceedance of
BAAQMD’s cumulative threshold of 0.8 µg/m3. Accordingly, worker and day-care sensitive receptors
would be exposed to substantial cumulative concentrations of PM2.5.
The primary reason for the exceedances is the high level of ambient PM2.5 emissions generated by
two facilities within 1,000 feet of the project site, the Granite Rock Company at 1321 Lowrie Avenue
and Central Concrete Supply at 1305 San Mateo Avenue, even though the maximally affected
receptors would be at least 860 feet from the two facilities. The contribution from the project would
be substantially less than the contribution from the existing stationary sources; however, as
discussed for project-level impacts, the contribution of the project alone would exceed BAAQMD’s
project-level threshold. Therefore, the health risks associated with TACs emitted by the proposed
project in combination with health risks associated with existing TAC sources would result in a
cumulatively considerable local health risk at worker and day-care receptors near the project site.
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Chapter 3
Greenhouse Gases and Climate Change
3.1 Regulatory Setting
GHG emissions are addressed by the plans, policies, laws, and regulations of various federal, State,
regional, and local government agencies, as presented in greater detail below.
3.1.1 Federal
Several federal executive orders (EOs) related to GHG emissions and climate resiliency have been
signed by President Biden. EO 13990, signed in January 2021, set a national goal to achieve a 50 to
52 percent reduction in economy-wide net GHG pollution from 2005 levels by 2030. In addition,
EO 14057, signed in December 2021, requires federal agencies to develop strategic processes for
achieving, among other things, carbon-free electricity by 2030 and 100 percent zero-emission
vehicle acquisitions by 2035. President Biden has also signed two bills, the Infrastructure
Investment and Jobs Act (2021) and Inflation Reduction Act (2022), that provide funding for
infrastructure improvements to reduce GHG emissions and bolster resilience to climate change.
Despite these actions, there is currently no federal law regarding GHG emissions or a legislatively
mandated national GHG reduction target.
Vehicle Emissions Standards
NHTSA and EPA set CAFE standards that require substantial improvements in fuel economy and
reductions in GHG emissions generated by passenger cars and light-duty trucks sold in the
United States. On August 2, 2018, NHTSA and EPA proposed amendments to the current fuel
efficiency standards for passenger cars and light-duty trucks as well as new standards for model
years 2021 through 2026. Under the SAFE Vehicles Rule, current 2020 standards would be
maintained through 2026.
On September 19, 2019, NHTSA and EPA issued a final action on the One National Program Rule,
which is considered Part One of the SAFE Vehicles Rule and a precursor to the proposed fuel
efficiency standards, withdrawing California’s CAA preemption waiver to set state-specific
standards.14 EPA reinstated California’s authority under the CAA to implement its own GHG
emission standards and zero-emission vehicles sales mandate on March 9, 2022.15
14 The One National Program Rule enables NHTSA and EPA to provide nationwide uniform fuel economy and GHG
vehicle standards by 1) clarifying that federal law preempts state and local tailpipe GHG standards, 2) affirming
NHTSA’s statutory authority to set nationally applicable fuel economy standards, and 3) withdrawing
California’s CAA preemption waiver to set state-specific standards.
15 California, 22 other states, the District of Columbia, and two cities filed suit against Part One of the SAFE
Vehicles Rule on September 20, 2019 (California et al. v. United States Department of Transportation et al., 1:19-
cv-02826, U.S. District Court for the District of Columbia). On December 12, 2021, NHTSA repealed the SAFE
Vehicles Rule, Part One.
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On December 19, 2021, NHTSA finalized its vehicle efficiency standards rule to reach a projected
industry-wide target of 40 miles per gallon by 2026, an approximately 25 percent increase over the
prior SAFE rule.16
3.1.2 State
Statewide GHG Emission Targets and the Climate Change Scoping Plan
The State has adopted legislation to address various aspects of climate change and GHG emissions
mitigation. Much of this legislation establishes a broad framework for the State’s long-term GHG
reduction and climate change adaptation program. Senate Bill (SB) 32 requires the State to reduce
emissions to 40 percent below the 1990 level by 2030. AB 1279 requires California to achieve net-
zero GHG emissions (i.e., reach a balance between the GHGs emitted and removed from the
atmosphere) no later than 2045 and maintain net-negative GHG emissions from then on. It also
mandates an 85 percent reduction in statewide anthropogenic GHG emissions (from 1990 levels) by
2045. SB 1203 requires State agencies to achieve net-zero GHG emissions resulting from their
operations no later than 2035, or as soon thereafter as feasible.
The State’s plan to reach the aforementioned targets is presented in periodic scoping plans. CARB
adopted the 2017 Climate Change Scoping Plan (2017 Scoping Plan) in November of that year to
meet the GHG reduction requirement set forth in SB 32 (CARB 2017a). It proposed continuing the
major aspects of the previous scoping plan, including cap-and-trade regulation; low-carbon fuel
standards; more efficient cars and trucks, as well as freight operations; and the Renewables
Portfolio Standard (RPS). Reductions in methane (CH4) emissions from agricultural and other
wastes were also proposed. In December 2022, CARB adopted its Final 2022 Scoping Plan Update
for Achieving Carbon Neutrality (2022 Scoping Plan), which identifies a technologically feasible,
cost-effective, equity-focused path for achieving carbon neutrality by 2045, pursuant to AB 1279
(CARB 2022a). The plan also assesses the State’s progress toward meeting the GHG emissions
reduction goal called for in SB 32.
The State has also passed more detailed legislation to address GHG emissions associated with
industrial sources, transportation, water conservation, building energy, solid waste, electricity
generation, and energy consumption, as summarized below.
Legislation Addressing Electricity Generation
The State passed legislation that requires increasing use of renewables to produce electricity for
consumers. California utilities are required to generate 33 percent of their electricity from
renewables by 2020 (SB X1-2 of 2011), 52 percent by 2027 (California RPS Program [SB 100 of
2018]), 60 percent by 2030 (also SB 100 of 2018), and 100 percent by 2045 (also SB 100 of 2018).
SB 1020 also requires State agencies to rely on 100 percent renewable energy and zero-carbon
resources for their own facilities by 2030.
16 NTHSA and EPA published final rules to amend and establish national carbon dioxide (CO2) and fuel economy
standards on April 30, 2020 (Part Two of the SAFE Vehicles Rule) (85 Federal Register 24174). The revised rule
changes the national fuel economy standards for light-duty vehicles, decreasing from 46.7 to 40.4 miles per
gallon in future years. California, 22 other states, the District of Columbia filed a petition for review of the final
rule on May 27, 2020.
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California Energy Efficiency Standards for Residential and Nonresidential
Buildings—Green Building Code, Title 24 Update
The energy consumption of new residential and non-residential buildings in California is regulated
by CCR Title 24, Part 6, Building Energy Efficiency Standards (California Energy Code), and Part 11,
California Green Building Standards Code (CALGreen). The California Energy Commission (CEC)
updates the California Energy Code every 3 years with more stringent design requirements to
reduce energy consumption, resulting in lower GHG emissions.
In August 2021, the CEC adopted the 2022 Building Energy Efficiency Standards, which took effect
on January 1, 2023 (CEC 2021). The 2022 non-residential standards establish combined solar PV
and battery standards for select businesses, establish new efficiency standards for commercial
greenhouses, and improve efficiency standards for the building envelope, internal systems, and grid
integration equipment.
Fuel Efficiency Standards for Light-Duty Passenger Vehicles
AB 1493 of 2002 (Pavley I) required CARB to develop and implement regulations to reduce
automobile and light-truck GHG emissions. These stricter emissions standards began with the 2009
model year. Additional strengthening of the Pavley standards (referred to previously as Pavley II and
now referred to as the Advanced Clean Cars measure) was adopted for vehicle model years 2017–
2025 in 2012. Together, the two standards were expected to increase average fuel economy to
roughly 54.5 miles per gallon by 2025.
In August 2022, CARB board members voted to approve the Advanced Clean Cars II proposal, which
should dramatically reduce emissions from passenger cars in model years 2026 through 2035. This
will require an increasing proportion of new vehicles to be zero-emission vehicles, with the goal
being to have 100 percent of new vehicles sold by 2035 to be zero-emission vehicles
(CARB 2022f).17
CARB also adopted the Advanced Clean Truck Regulation to accelerate a large-scale transition to
zero-emission medium- and heavy-duty vehicles. The regulation requires zero-emission medium-
and heavy-duty vehicles to be an increasing percentage of total annual vehicle sales in California
between 2024 and 2035. By 2035, zero-emission truck/chassis sales will need to be 55 percent of
Class 2b–3 truck sales, 75 percent of Class 4–8 straight truck sales, and 40 percent of truck-tractor
sales. By 2045, every new medium- and heavy-duty truck sold in California will need to be a zero-
emission truck. Large employers, including retailers, manufacturers, brokers, and others, are
required to report information about shipments and shuttle services to ensure they purchase
available zero-emission trucks for their fleets.
Low-Carbon Fuel Standard
CARB adopted the low-carbon fuel standard (LCFS) in 2007 to reduce the carbon intensity of
California’s transportation fuels. The LCFS applies to fuels used by on-road motor vehicles and off-
road vehicles, including construction equipment.
17 California Air Resources Board. 2022f. Proposed Advanced Clean Cars II Regulations: All New Passenger Vehicles
Sold in California to Be Zero Emissions by 2035. Available: https://ww2.arb.ca.gov/our-work/programs/
advanced-clean-cars-program/advanced-clean-cars-ii. Accessed: January 30, 2023.
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Note that the majority of the emissions benefits due to the LCFS come from the production cycle
(i.e., upstream emissions) of the fuel rather than the combustion cycle (i.e., tailpipe). As a result,
LCFS-related reductions are not included in this analysis of combustion-related emissions of carbon
dioxide (CO2).
Regional Land Use and Transportation Planning Requirements
In addition to regulations that address tailpipe emissions and transportation fuels, the State
Legislature has passed regulations to address the number of miles driven in light-duty passenger
vehicles. Since the passage of SB 375 in 2008, CARB has required metropolitan planning
organizations (MPOs) to adopt plans that show reductions in GHG emissions from passenger cars
and light trucks in their respective regions between 2020 and 2035 (CARB 2018). If regions develop
integrated land use, housing, and transportation plans that meet the SB 375 targets, new projects in
the regions can be relieved of certain CEQA review requirements.
CEQA Requirements to Assess Vehicle Miles Traveled
Under SB 743 of 2013, the Governor’s Office of Planning and Research (OPR) proposed changes to
the State CEQA Guidelines to require CEQA transportation analyses to move away from focusing on
vehicle delay and level of service (LOS) and instead focus on VMT. The intent behind SB 743 is to
integrate and balance congestion management, infill development, active transportation with GHG
emissions reductions. These changes were adopted by the California Natural Resources Agency,
resulting in the addition of Section 15064.3. In support of these changes, OPR published its Technical
Advisory on Evaluating Transportation Impacts in CEQA, which recommends that the transportation
impact of a project be based on whether a project would generate a level of VMT per capita (or VMT
per employee) that would be 15 percent lower than that of existing development in the region.
OPR’s technical advisory explains that this criterion is consistent with Section 21099 of the
California Public Resources Code, which states that criteria for determining significance must
“promote the reduction in greenhouse gas emissions” (OPR 2017). This metric replaces the use of
delay and LOS to measure transportation-related impacts.
Short-Lived Climate Pollutant Strategy
In 2014, SB 605 directed CARB, in coordination with other State agencies and local air districts, to
develop the comprehensive Short-Lived Climate Pollutant (SLCP) Reduction Strategy. In 2016, SB 1383
directed CARB to approve and implement the strategy to achieve the following reductions in SLCPs:
• 40 percent reduction in CH4 relative to 2013 levels by 2030,
• 40 percent reduction in hydrofluorocarbon (HFC) gases relative to 2013 levels by 2030, and
• 50 percent reduction in anthropogenic black carbon relative to 2013 levels by 2030.
SB 1383 also establishes the following targets for reducing organic waste in landfills, as well as CH4
emissions from dairy and livestock operations, as follows:
• 50 percent reduction in organic waste disposal relative to 2014 levels by 2020,
• 75 percent reduction in organic waste disposal relative to 2014 levels by 2025, and
• 40 percent reduction in CH4 emissions from livestock and dairy manure management operations
relative to the livestock and dairy sectors’ 2013 levels by 2030.
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CARB and the California Department of Resources Recycling and Recovery (CalRecycle) have
developed regulations to achieve the organic waste reduction goals under SB 1383. In January and
June 2019, CalRecycle proposed new and amended regulations to CCR Title 14 and Title 27. Among
other things, the regulations set forth minimum standards for organic waste collection, hauling, and
composting. The final regulations took effect on January 1, 2022.
CARB adopted the SLCP Reduction Strategy in March 2017 as a framework for achieving the CH4,
HFC, and anthropogenic black carbon reduction targets set by SB 1383. The SLCP Reduction Strategy
includes 10 measures to reduce SLCPs, which fit within a wide range of ongoing planning efforts
throughout the state, including CARB’s and CalRecycle’s proposed rulemaking on organic waste
diversion.
3.1.3 Local
Metropolitan Transportation Commission
Metropolitan Transportation Commission (MTC) is the MPO for the nine counties that make up
the Bay Area and the SFBAAB, which includes South San Francisco. The first per capita GHG
emissions reduction targets for the SFBAAB were 7 percent by 2020 and 15 percent by 2035 from
2005 levels. However, the per capita GHG emissions reductions targets for the SFBAAB have been
revised to 10 percent by 2020 and 19 percent by 2035 (CARB 2018). MTC adopted a Sustainable
Communities Strategy (SCS) as part of its Regional Transportation Plan (RTP) for the SFBAAB in
2021, known as Plan Bay Area 2050 (MTC; ABAG 2021). Plan Bay Area 2050 includes
transportation and environmental strategies that support active and shared modes of travel
combined with a transit-supportive land use pattern that places housing near transportation
centers. Implementation of these strategies are forecast to lower the share of Bay Area residents
who drive to work alone from 50 percent in 2015 to 33 percent in 2050. This would lead to a 20
percent decrease in GHG emissions compared to 2005, thereby meeting the State mandate of a 19
percent decrease in GHG emissions by 2050.
Bay Area Air Quality Management District
BAAQMD is the primary agency responsible for addressing air quality concerns in the San
Francisco Bay Area, including San Mateo County. Its role is discussed further in Chapter 2, Air
Quality. BAAQMD also recommends methods for analyzing project-related GHGs in CEQA analyses
as well as multiple GHG reduction measures for land use development projects.
In April 2023, BAAQMD adopted the 2022 CEQA Air Quality Guidelines, which include new climate
impact thresholds that address the statewide GHG target established by SB 32 and the eventual
goal of carbon neutrality by 2045 (e.g., EO B-55-18) (BAAQMD 2023a). The guidelines also look at
how project and plan-level CEQA analyses should evaluate the significance of climate impacts,
based on evolving case law. The BAAQMD 2022 CEQA Air Quality Guidelines update the CEQA GHG
thresholds from the 2017 CEQA Air Quality Guidelines, which were not consistent with the
statewide GHG target established by SB 32. In summary, the updated thresholds emphasize
(1) avoiding wasteful electricity usage and developing fossil fuel infrastructure in new buildings
that will be in place for decades and thus conflict with carbon-neutrality goals by 2045;
(2) complying with the CALGreen Tier 2 electric-vehicle (EV) requirements and per-capita
reductions in VMT, consistent with SB 743; and (3) ensuring consistency with a qualified GHG
emissions reduction strategy (also known as a Climate Action Plan [CAP]). BAAQMD also provided
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an appendix to the 2022 CEQA Air Quality Guidelines, the Justification Report: CEQA Thresholds for
Evaluating the Significance of Climate Impacts from Land Use Projects and Plans (BAAQMD
Justification Report), which explains why its thresholds and approach to analysis for project-level
impacts under CEQA are supported by substantial evidence.
City of South San Francisco Climate Action Plan
The City CAP was adopted in 2022 to reduce community and municipal GHG emissions. The CAP is a
roadmap that outlines a path for the City to use to achieve its community-wide per-service-
population GHG emissions reduction goal of 40 percent below 1990 levels by 2030, 80 percent
below 1990 levels by 2040, and carbon neutral by 2045 (City of South San Francisco 2022b). The
CAP features 62 recommended GHG emissions reduction measures within seven sectors of
community and municipal operations: clean energy, built environment (new and existing),
transportation and land use, solid waste, water and wastewater, carbon sequestration and natural
systems, and city leadership).
Shape South San Francisco 2040 General Plan
The following GHG-related goals from the Shape South San Francisco 2040 General Plan (General
Plan) (City of South San Francisco 2022a) are applicable to the proposed project:
Goal CP-1: A carbon neutral community by 2045.
Goal CP-2: A resilient and fossil fuel free energy system.
Goal CP-3: Green buildings are the standard in South San Francisco for new construction and major
renovations.
Goal CP-6: The City continues to divert organics from landfill in accordance with State targets.
Goal CR-1: The City proactively advances community resilience and is prepared for all hazards,
including climate disruption.
Goal CR-2: A resilient community that protects existing and future development and people from
sea level rise and flooding.
Goal ES-1: The City supports nature in South San Francisco to encourage healthy ecosystems,
improve air and water quality, improve public health, and adapt to a changing climate.
Goal ES-5: Landscape design standards for new development enhance habitat quality, reduce water
use, and support a diverse ecosystem.
Goal MOB-4: South San Francisco’s land use and transportation actions reduce vehicle miles
traveled (VMT) and greenhouse gas emissions.
Goal PE-4: Infrastructure investments support job access, job growth, and address climate hazards
impacting South San Francisco businesses.
Goal SA-27: There are safe, comfortable, and accessible pedestrian and bicycle facilities that connect
people to Downtown, El Camino, and East of 101.
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Lindenville Specific Plan
The following greenhouse gas-related goals from the Lindenville Specific Plan are applicable to the
proposed project (City of South San Francisco 2023):
Goal DD-1: The Mixed Use Neighborhood, South Spruce Avenue Corridor and South Linden Avenue
Arts and Makers District have a network of safe, walkable streets and pathways to access key
destinations and open spaces.
Goal DD-3: New developments in Lindenville provide healthy places for people to live and work by
mitigating potential noise, air quality, and odor impacts from industrial land uses, U.S. 101 and
Interstate 380, and aircraft.
Goal MOB-1: Multi-modal travel options are readily available and offer equal levels of comfort.
Goal MOB-2: There are high-quality connections to Downtown, El Camino, East of 101, and regional
destinations for all modes.
Goal MOB-3: Lindenville's transportation offerings and streetscape design support a vibrant mixed-
use district.
Goal I-1: The development, management, and maintenance of infrastructure in Lindenville is driven
by the ability to optimize the efficiency and effectiveness of each system, and to achieve the
performance required to meet the City's sustainability goals.
Goal I-2: Lindenville invests in sustainable and resilient infrastructure and practices to illustrate
leadership.
Goal I-5: The City increases reliance on local energy systems to ensure adequate utility provisioning
for new potential users.
Transportation Demand Management Ordinance
The City’s TDM ordinance requires projects to incorporate measures to reduce the number of trips
generated and achieve goals related to the use of alternative modes. According to the ordinance,
projects that are categorized as Tier 4 projects (i.e., office and R&D uses with at least 400,000 sf of
gross floor area) must implement trip reduction measures with a total worth of at least 50 points,
based on the City Planning Department’s table of measures and point values; implement annual
monitoring to ensure a maximum of 50 percent of employees commuting while driving alone; and
implement annual monitoring of a site-specific trip cap.18 The ordinance also requires an annual
employee mode-share survey at the project site to ensure that desired transportation mode shares
are achieved. Where the mode share target is not achieved, City officials may require program
modifications to increase alternative mode share or impose administrative penalties.
18 South San Francisco, California, Municipal Code § 20.400.
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3.2 Existing Setting
3.2.1 Physical Scientific Basis of GHG and Climate Change
Certain gases in the Earth’s atmosphere, classified as GHGs, play a critical role in determining the
Earth’s surface temperature. Solar radiation enters the atmosphere from space. A portion of the
radiation is absorbed by the Earth’s surface, and a smaller portion of this radiation is reflected
toward space. The absorbed radiation is then emitted from Earth as low-frequency infrared
radiation. The frequencies at which bodies emit radiation are proportional to temperature. The
Earth has a much lower temperature than the sun; therefore, the Earth emits lower-frequency
radiation. Most solar radiation passes through GHGs; however, infrared radiation is absorbed by
these gases. As a result, radiation that otherwise would have escaped back into space is instead
“trapped,” resulting in a warming of the atmosphere. This phenomenon, known as the greenhouse
effect, is responsible for maintaining a habitable climate on Earth.
Prominent GHGs that contribute to the greenhouse effect are CO2, CH4, nitrous oxide (N2O), HFCs,
perfluorocarbons (PFCs), and sulfur hexafluoride. These six gases are also identified as GHGs in
Section 15364.5 of the State CEQA Guidelines. Human-caused emissions of these GHGs in excess of
natural ambient concentrations are found to be responsible for intensifying the greenhouse effect
and leading to a trend of unnatural warming of the Earth’s climate, known as global climate change
or global warming. It is “extremely likely” that more than half of the observed increase in global
average surface temperature from 1951 to 2010 was caused by the anthropogenic increase in GHG
concentrations and other anthropogenic forcing (Intergovernmental Panel on Climate Change [IPCC]
2014).
Since the Industrial Revolution (1760–1840), increases in fossil-fuel combustion and deforestation
have exponentially increased concentrations of GHGs in the atmosphere. Rising atmospheric
concentrations of GHGs in excess of natural levels enhance the greenhouse effect, which contributes
to global warming of the Earth’s lower atmosphere. This warming induces large-scale changes in
ocean circulation patterns, precipitation patterns, global ice cover, biological distributions, and
other changes to the Earth’s system, which are collectively referred to as climate change.
Climate change is a global problem. GHGs are global pollutants, unlike criteria air pollutants and
TACs, which are pollutants of regional and local concern. Whereas most pollutants with localized air
quality effects have relatively short atmospheric lifetimes (approximately 1 day), GHGs have long
atmospheric lifetimes (1 year to several thousand years). GHGs persist in the atmosphere long
enough to be dispersed around the globe. Although the lifetime of any GHG molecule depends on
multiple variables and cannot be determined with any certainty, it is understood that more CO2 is
emitted into the atmosphere than is removed from the atmosphere (i.e., sequestered) by ocean
uptake, vegetation, and other forms of sequestration. Of the total annual human-caused CO2
emissions, approximately 55 percent are estimated to be sequestered through ocean and land
uptake every year, averaged over the last 50 years, whereas the remaining 45 percent of human-
caused CO2 emissions remain stored in the atmosphere (IPCC 2013).
No single project alone would measurably contribute to an incremental change in the global average
temperature or global or local climates or microclimates. From the standpoint of CEQA, GHG impacts
relative to global climate change are inherently cumulative.
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3.2.2 Principal Greenhouse Gases
The principle anthropogenic (human-made) GHGs are CO2, CH4, N2O, and fluorinated compounds,
including sulfur hexafluoride, HFCs, and PFCs. The primary GHGs that would be emitted by
project-related construction and operations are CO2, CH4, N2O, and HFCs. The principal
characteristics of these pollutants are discussed below.
• Carbon Dioxide (CO2) enters the atmosphere through the burning of fossil fuels (e.g., oil,
natural gas, coal); it also comes from solid waste, trees and wood products, and respiration.
CO2 also results from chemical reactions (e.g., those associated with cement manufacturing).
CO2 is sequestered when it is absorbed by plants as part of the biological carbon cycle.
• Methane (CH4) is emitted during the production and transport of coal, natural gas, and oil.
CH4 also results from livestock emanations, agricultural practices, and the decay of organic
waste in municipal solid-waste landfills.
• Nitrous Oxide (N2O) is emitted during agricultural and industrial activities as well as the
combustion of fossil fuels and solid waste.
• Hydrofluorocarbons (HFCs) are synthetic gases that are used primary for refrigeration, air-
conditioning, and other purposes; they replace ozone-depleting substances.
Methods have been set forth to describe emissions of GHGs in terms of a single gas to simplify
reporting and analysis. The most commonly accepted method for comparing GHG emissions is the
global warming potential (GWP) methodology defined by the IPCC (IPCC 2007). IPCC defines the
GWP of various GHG emissions on a normalized scale that recasts all GHG emissions in terms of
carbon dioxide equivalent (CO2e), which compares the gas in question to that of the same mass of
CO2 (which has a GWP of 1, by definition). The GWP values used in this report are based on the
IPCC Fourth Assessment Report and the United Nations Framework Convention on Climate
Change reporting guidelines, as defined in Table 11 (IPCC 2007). The Fourth Assessment Report
GWP values are consistent with those used in CARB’s 2021 California GHG inventory (CARB
2022d) and the 2022 Scoping Plan for Achieving Carbon Neutrality (CARB 2022a).
Table 11. Lifetimes, Global Warming Potentials, and Atmospheric Abundances of Select GHGs
Gas GWP (100 years) Lifetime (years)a
CO2 1 50–200
CH4 25 9–15
N2O 298 121
HFCs 124 -14,800 1-270
Sources: IPCC 2007; CARB 2022d; CARB 2020.
a. Defined as the half-life of the gas.
CO2 = carbon dioxide; CH4 = methane; GHG = greenhouse gas; GWP = global warming potential; HFCs =
hydrofluorocarbons; N2O = nitrous oxide.
CARB recognizes the importance of reducing emissions of SLCPs, as described in the Regulatory
Setting, to achieve the State’s overall climate-change goals. SLCPs have atmospheric lifetimes on
the order of a few days to a few decades, and their relative climate-forcing impacts, when
measured in terms of how they heat the atmosphere, can be tens, hundreds, or even thousands of
times greater than those of CO2 (CARB 2017b). Given their short-term lifespan and warming
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impact, SLCPs are measured in terms of CO2e, using a 20-year time period. The use of GWPs with a
time horizon of 20 years captures the importance of SLCPs and gives a better perspective as to the
speed at which emission controls will affect the atmosphere relative to CO2 emission controls. The
SLCP Reduction Strategy, as discussed in the Regulatory Setting, addresses CH4, HFC gases, and
anthropogenic black carbon. CH4 has lifetime of 12 years and a 20-year GWP of 72. HFC gases have
lifetimes of 1.4 to 52 years and a 20-year GWP of 437 to 6,350. Anthropogenic black carbon has a
lifetime of a few days to weeks and a 20-year GWP of 3,200 (CARB 2017b).
3.2.3 Greenhouse Gas Inventory
A GHG inventory is a quantification of all GHG emissions within a selected physical and/or
economic boundary. GHG inventories can be performed on a large scale (e.g., for global and
national entities) or on a small scale (e.g., for a particular building or person). Although many
emissions are difficult to evaluate, several agencies have developed tools to quantify emissions
from certain sources.
As discussed previously, GHG emissions are attributable in large part to human activities. The
total GHG inventory for California in 2021 was 381.3 million metric tons of carbon dioxide
equivalent (CARB 2022b). Table 12 summarizes the GHG inventory for California.
Table 12. Statewide Greenhouse Gas Emissions by Economic Sector for 2021a
Sector Percent
Transportation 39
Industrial 22
Electricity generation (in state) 11
Electricity generation (imports) 5
Agriculture 8
Residential 8
Commercial 6
Sources: CARB 2022a.
a. The total emissions inventory for California in 2021 was 381.3 million metric tons of carbon dioxide equivalent.
According to the breakdown shown in Table 12, the commercial sector in California accounts for
approximately 6 percent of the state’s GHG emissions.
3.3 Impacts and Mitigation Measures
3.3.1 Methodology
Construction Activities
Construction GHG emissions were quantified using the same methods described above for the
analysis of criteria pollutant emissions. Electricity would be consumed by construction equipment
and mobile offices, amounting to 2,392 megawatt hours (MWh) for each year of construction,
based on input from the project sponsor (Metz pers. comm.). Peninsula Clean Energy provides
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electrical service to the project site. Since 2021, Peninsula Clean Energy has provided 100 percent
carbon-free electricity to its customers; as such, there would be no indirect GHG emissions from
the use of electricity during construction.
Operations
Operational GHG emissions were generally quantified using the same methods described above for
the analysis of criteria pollutant emissions. However, further assumptions were necessary to
evaluate potential emissions associated with indirect electricity consumption, water consumption,
and solid waste generation. Assumptions related to operational activity were based on project-
specific information provided by the project sponsor. Additional operational assumptions unique to
the analysis of GHG emissions are provided below.
Energy
Based on input from the project sponsor, the project would consume approximately 58,885,593
kWh of electricity each year (Metz pers. comm.). This estimate includes electricity usage associated
with project buildings and the enclosed parking garage.
Water and Wastewater
Water consumption requires electricity to supply, pre-treat, and distribute the water prior to being
consumed and treat wastewater subsequent to being consumed. The electricity consumed for these
water processes results in indirect GHG emissions. Based on information from the project sponsor,
approximately 9,521,808 gallons of water per year would be used indoors and 1,952,414 gallons of
water per year would be used outdoors (Metz pers. comm.).
Waste
Based on input from the project sponsor, the project would generate approximately 1,352 tons of
landfilled waste per year, resulting in fugitive GHG emissions during decomposition of the waste
once it is deposited in a landfill (Metz pers. comm.).
3.3.2 Thresholds of Significance
State CEQA Guidelines Section 15064 and relevant portions of Appendix G recommend that a lead
agency consider a project’s consistency with relevant adopted plans and discuss any inconsistencies
with applicable regional plans, including plans to reduce GHG emissions. Under Appendix G of the
State CEQA Guidelines, implementation of a project would result in a cumulatively considerable
contribution to climate change if it would:
• Generate GHG emissions, either directly or indirectly, that may have a significant impact on the
environment or
• Conflict with an applicable plan, policy, or regulation adopted for the purpose of reducing the
emissions of GHGs.
The following discussion describes the relevant GHG thresholds that would be applicable to the
project.
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Compliance with BAAQMD GHG Thresholds for Land Use Projects
Construction
BAAQMD’s CEQA Air Quality Guidelines do not identify a GHG emission threshold for construction-
related emissions. Instead, the CEQA Air Quality Guidelines recommend that GHG emissions from
construction be quantified and disclosed and that a determination regarding the significance of the
GHG emissions be made with respect to whether a project would be consistent with emission
reduction goals. BAAQMD further recommends incorporation of best management practices to
reduce GHG emissions during construction, as feasible and applicable.
Operation
According to the CEQA Air Quality Guidelines, BAAQMD recommends that land use projects use the
approach endorsed by the California Supreme Court in Center for Biological Diversity v. Department
of Fish & Wildlife (2015) (62 Cal. 4th 204), which specifies that a project must evaluate its effect on
California’s efforts to meet the State’s long-term climate goals. As the California Supreme Court held
in that case, a project that meets the State’s long-term climate goals can be found to have a less-than-
significant impact on climate change under CEQA. Specifically, if a project contributes a “fair share”19
toward what will be required to achieve long-term climate goals, then a reviewing agency can find
that the impact will not be significant because the project will help to solve the problem of global
climate change (62 Cal. 4th 220–223). Applying this approach, BAAQMD has found that a new land
use development project being built today needs to incorporate the design elements shown in
Table 13 to do its fair share toward meeting the SB 32 target for 2030 and the goal of carbon
neutrality by 2045. If a project incorporates the design elements listed in Table 13 (Threshold
Option A) or is consistent with a local GHG reduction strategy under Section 15183.5 of the State
CEQA Guidelines (Threshold Option B), then it will contribute a portion to what will be necessary to
achieve California’s long-term climate goals (i.e., its fair share) and will not result in a cumulatively
considerable contribution to global climate change. If a project does not incorporate the design
elements and is not consistent with a local GHG reduction strategy, then it should be found to be a
project with a significant climate impact because it will hinder the State’s efforts to address climate
change.
The City’s CAP does not meet the criteria for tiering under State CEQA Guidelines Section
15183.5(b); therefore, Threshold Option B cannot be used. Thus, this analysis evaluates consistency
with BAAQMD’s threshold for land use projects by comparing this project to Threshold Option A, as
stated in Table 13.
19 BAAQMD defines “fair share” as the design elements that need to be incorporated into a project to lay the
foundation for achieving carbon neutrality by 2045. These design elements are elements that the project has
influence or control over. For example, becoming carbon neutral by 2045 will require California’s electrical
power generators to shift to 100 percent carbon-free energy resources, which is not something that can be
controlled through the design of new land use projects and would not be a part of a project’s fair share. Other
sources that would not be part of the “fair share” are vehicle fleet mix and indirect off-site emissions (e.g., CH4
emissions from wastewater or solid waste).
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Table 13. BAAQMD GHG Thresholds for Land Use Projects
Thresholds for Land Use Projects (Must Include A or B)
A. Projects must include, at a minimum, the following project design elements:
1. Buildings
a. The project will not include natural gas appliances or natural gas plumbing (in both
residential and nonresidential development).
b. The project will not result in any wasteful, inefficient, or unnecessary electrical usage, as
determined by the analysis required under CEQA Section 21100(b)(3) and Section
15126.2(b) of the State CEQA Guidelines.
2. Transportation
a. Achieve compliance with EV requirements in the most recently adopted version of CALGreen
Tier 2.
b. Achieve a reduction in project-generated VMT to a level below the regional average,
consistent with the current version of the California Climate Change Scoping Plan (currently
15 percent), or meet a locally adopted SB 743 VMT target, reflecting the recommendations
provided in OPR’s Technical Advisory on Evaluating Transportation Impacts in CEQA:
i. Residential projects: 15 percent below existing VMT per capita,
ii. Office projects: 15 percent below existing VMT per employee, and
iii. Retail projects: no net increase in existing VMT.
B. Projects must be consistent with a local GHG reduction strategy that meets the criteria under State
CEQA Guidelines Section 15183.5(b).
Source: Bay Area Air Quality Management District 2023.
Compliance with Regulatory Programs
This analysis also discusses the project’s compliance with regulatory programs designed to reduce
GHG emissions from particular activities (e.g., transportation, water usage). To the extent that the
project’s design features comply with or exceed the regulations adopted by CARB or other State
agencies, the City could rely on this compliance to show that the proposed project would reduce
emissions consistent with statewide legislation. This includes an analysis of the project’s consistency
with the City’s CAP (City of South San Francisco 2022b). The CAP is not a qualified GHG reduction
strategy that can be used for tiering purposes and, therefore, is not used to determine the
significance of project emissions. However, this analysis evaluates the project’s consistency with the
CAP for informational purposes.
Stationary-Source Threshold
BAAQMD recommends a threshold of 10,000 metric tons (MT) CO2e for stationary sources
(BAAQMD 2023a). This threshold is intended to capture 95 percent of GHG emissions from new
permit applications. It would do so by capturing only large, significant projects; permit applications
with emissions above the threshold of 10,000 MTCO2e account for less than 10 percent of
stationary-source permit applications (BAAQMD 2023a). The emergency generators included as
part of the proposed project would be permitted sources, and as such, BAAQMD’s threshold of
10,000 MTCO2e is appropriate for analyzing the significance of emissions from the generators.
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3.3.3 Impact Analysis
Emissions of Greenhouse Gases Generated during Construction and Operation
that May Have a Significant Impact on the Environment
Construction Emissions
Construction activities would generate emissions of CO2, CH4, N2O and HFCs from mobile and
stationary construction equipment as well as employees’ vehicles and haul trucks. Based on
available information provided by the project sponsor, construction would begin with a demolition
phase, with construction activities occurring on the entirety of the project site. Then, construction of
the south portion of the project would begin, with eight main phases. Immediately following
completion of the south portion of the project, construction of the north portion would begin, with
the same phasing as that of the south portion. Construction of the project would begin in January
2026 and be completed by May 2031, lasting approximately 65 months. Construction modeling
outputs and detailed assumptions are included in Appendix A. The estimated construction emissions
for the project are summarized by year in Table 14, below.
Table 14. Estimated GHG Emissions from Project Construction (metric tons per year)a
Construction Year CO2 CH4 N2O HFCs CO2e
2026 (I131S) 1,808 < 1 < 1 < 1 1,860
2027 (I131S) 1,743 < 1 < 1 < 1 1,763
2028 (I131S & N) 1,316 < 1 < 1 < 1 1,342
2029 (I131N) 1,605 < 1 < 1 < 1 1,629
2030 (I131N) 1,729 < 1 < 1 < 1 1,746
2031 (I131N) 295 < 1 < 1 < 1 299
Total 8,497 < 1 < 1 < 1 8,639
CO2 = carbon dioxide; CH4 = methane; N2O = nitrous oxide; HFC = hydrofluorocarbon; CO2e = carbon dioxide
equivalent, including the relative warming capacity (i.e., GWP) of each GHG
As shown in Table 14, it is estimated that construction of the project would generate approximately
8,639 MTCO2e over the entire construction period. The emissions generated during construction of
the project would result primarily from the use of diesel-powered construction equipment (e.g.,
excavators) and on-road vehicles (e.g., haul trucks, workers’ vehicles). Construction emissions
would cease once construction of the project is complete and, therefore, are considered short term.
Furthermore, the project sponsor would implement best management practices, as outlined in
Section 6.3 of the CEQA Air Quality Guidelines (BAAQMD 2023a) and listed below.
• Use zero-emission and hybrid-powered equipment to the greatest extent possible, particularly if
emissions are occurring near sensitive receptors or within a Bay Area Air Quality Management
District–designated Community Air Risk Evaluation (CARE) area or Assembly Bill 617
community.20
• Require all diesel-fueled off-road construction equipment to be equipped with
U.S. Environmental Protection Agency Tier 4 Final engines or better.
20 The Project site is not located within a CARE or AB 617 community.
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• Require all on-road heavy-duty trucks to be zero emissions or meet the most stringent model-
year emissions standard where feasible.
• Minimize idling time, either by shutting equipment off when not in use or reducing the time of
idling to no more than 2 minutes. Provide clear signage that posts this requirement for workers
at the entrances to the site.
• Use California Air Resources Board–approved renewable diesel fuel in off-road construction
equipment and on-road trucks where feasible.
• Use U.S. Environmental Protection Agency SmartWay-certified trucks for deliveries and
equipment transport where feasible.
• Require all construction equipment to be maintained and properly tuned in accordance with the
manufacturer’s specifications.
• Where grid power is available, prohibit portable diesel engines and provide electrical hook-ups
for electric tools, such as saws, drills, and compressors; use electric tools whenever feasible.
• Where grid power is not available, use alternative fuels, such as propane or solar electrical
power, for generators at construction sites whenever feasible.
• Encourage and provide carpools, shuttle vans, transit passes, and/or secure bicycle parking to
construction workers and offer meal options on-site or shuttles to nearby meal destinations for
construction employees.
• Reduce electricity use in the construction office by using LED bulbs, powering off computers
every day, and replacing heating and cooling units with more efficient ones.
• Minimize energy used during site preparation by deconstructing existing structures to the
greatest extent feasible.
• Recycle or salvage nonhazardous construction and demolition debris, with a goal of recycling at
least 15 percent more, by weight, than the diversion requirement in Title 24.
• Use locally sourced or recycled materials for construction (goal of at least 20 percent, based on
cost of building materials and volume of roadway, parking lot, sidewalk, and curb materials).
• Use low-carbon concrete, minimize the amount of concrete used, and produce concrete on-site
where feasible if it is more efficient than transporting ready-mix.
• Develop a plan to efficiently use water for adequate dust control because substantial amounts of
energy can be consumed by pumping water.
• Include all requirements in applicable bid documents, purchase orders, and contracts, with
successful contractors demonstrating the ability to supply compliant on- or off-road
construction equipment prior to any ground-disturbing and construction activities.
The City Municipal Code promotes redirection of recyclable materials generated during construction
away from landfills (Chapter 15.60) and requires all project applicants to submit a recycling
management plan to estimate the volume of debris generated during construction and the estimated
amount of debris that would be sent to the landfill. Furthermore, Section 15.62 of the City Municipal
Code requires the City to encourage contractors to make every structure planned for demolition
available for deconstruction, salvage, and recovery prior to demolition and recover the maximum
feasible amount of salvageable designated recyclable and reusable materials prior to demolition.
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Operational Emissions
Area, energy, water, and waste emissions were estimated using CalEEMod. Area sources include gas-
powered landscaping equipment. Energy sources are typically associated with the combustion of
natural gas as well as the use of electricity. Water consumption results in indirect GHG emissions
from the conveyance and treatment of water, and waste generation results in fugitive CH4 and N2O
emissions from decomposition of organic matter. Net emissions associated with the project were
estimated by subtracting emissions associated with existing land uses from emissions associated
with proposed land uses.
Table 15 shows existing land use emissions, proposed project emissions, and the difference between
the two, which is the net impact of the proposed project. The area-source emissions in Table 15
assume implementation of Measure AQ-3, Require Use of Zero-Emission Landscape Equipment,
which was proposed to reduce ROG emissions, as explained in Section 2.3.3. This would also reduce
GHG emissions. The operational modeling outputs and detailed assumptions are included in
Appendix A.
Table 15. Annual Net Operational Greenhouse Gas Emissions (metric tons per year)
Source CO2 CH4 N2O HFCs CO2e
Existing Land Uses
Area Sources — — — —
Energy Usea — — — —
Mobile Sources 723 <1 <1 < 1 734
Solid Waste Generation — 1 — — 35
Water Use — 1 <1 — 31
Total Existing On-site Operational Emissions (per year) 723 2 <1 < 1 800
Proposed Project
Area Sourcesa — — — < 1 14
Energy Useb — — — — —
Mobile Sources 11,823 < 1 < 1 < 1 11,953
Stationary Sources 919 < 1 < 1 — 922
Solid Waste Generation — 12 — — 301
Water Use — < 1 < 1 — 10
Vegetation -56 — — — -56
Total Project On-Site Operational Emissions (per year) 12,687 13 < 1 < 1 13,145
Net Project Emissions 11,963 10 < 1 < 1 12,345
CH4 = methane; CO2 = carbon dioxide; CO2e = carbon dioxide equivalent; N2O = nitrous oxide; HFCs =
hydrofluorocarbons
a. Area sources include refrigerants.
b. The existing project site is currently receiving on-site electricity from on-site renewables or Peninsula Clean
Energy, which means there are no energy-related emissions. Peninsula Clean Energy uses 100 percent renewable
sources to generate electricity. The proposed project would have all-electric buildings that would receive
electricity from on-site renewables or Peninsula Clean Energy, indicating that there would be no energy-related
emissions.
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As shown in Table 15, the proposed project would result in approximately 13,145 MTCO2e per year.
Net emissions associated with the project were estimated by subtracting emissions associated with
existing land uses from proposed land uses. Net project emissions would total 12,346 MTCO2e per
year. As discussed above, BAAQMD’s GHG threshold is centered around design elements rather than
a quantitative bright-line threshold. Nevertheless, this analysis presents quantified GHG emissions
for project operations.
BAAQMD land use GHG thresholds are established to ensure that projects meet their “fair share”
contribution and help the State meet its long-term climate goals (SB 32 and EO B-55-18). BAAQMD
has identified design elements and metrics that, if achieved by a project, represent a fair share as to
contributing to long-term State goals. These design elements and metrics include not incorporating
natural gas infrastructure in the project design, not wasting electricity, promoting EV use and
charging consistent with CALGreen Tier 2 requirements, and, lastly, reducing VMT in accordance
with the 2017 Scoping Plan. The proposed project’s consistency with these requirements is
discussed in Table 16.
Table 16. Project Consistency with the BAAQMD GHG Land Use Thresholds (Option A)
Sector
BAAQMD Threshold Option A
(refer to Table 12) Project Consistency
Buildings a) The project will not include
natural gas appliances or natural
gas plumbing (in both residential
and nonresidential
development).
Consistent. The proposed project would
not include natural gas infrastructure in
its design. It would therefore be consistent
with this BAAQMD requirement.
b) The project will not result in any
wasteful, inefficient, or
unnecessary electrical usage, as
determined by the analysis
required under CEQA Section
21100(b)(2) and Section
15126.2(b) of the State CEQA
Guidelines.
Consistent. The proposed project would
pursue Leadership in Energy and
Environmental Design (LEED)
certification. As part of its design, the
proposed project would include a PV solar
system. Furthermore, the new building
would be built under current or later
CALGreen codes, which would result in at
least 30 percent less energy usage
compared with commercial buildings that
were designed to meet the 2016 CALGreen
code. This reduction would be achieved
primarily through a transition to high-
efficiency lighting. As such, the proposed
project would not waste energy and would
be consistent with this BAAQMD
requirement.
Transportation a) Achieve compliance with
electric-vehicle requirements in
the most recently adopted
version of CALGreen Tier 2.
Consistent. The proposed project would
meet the CALGreen Tier 2 nonresidential
voluntary requirement (i.e., 45 percent of
all spaces to be EV capable and 33 percent
of the EV spaces to have electric-vehicle
supply equipment [EVSE]). As such, the
proposed project would be consistent with
this BAAQMD requirement.
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Sector
BAAQMD Threshold Option A
(refer to Table 12) Project Consistency
Transportation b) Achieve a reduction in project-
generated vehicle miles traveled
(VMT) to a level below the regional
average, consistent with the
current version of the California
Climate Change Scoping Plan, or
meet a locally adopted Senate Bill
743 VMT target, reflecting the
recommendations provided in the
Governor’s Office of Planning and
Research Technical Advisory on
Evaluating Transportation Impacts
in CEQA:
i. Residential projects: 15 percent
below the existing VMT per
capita,
ii. Office projects: 15 percent
below the existing VMT per
employee, and
iii. Retail projects: no net increase
in existing VMT.
Consistent. The proposed project, which
would be a nonresidential project, would
develop a new R&D building and parking
lot near residential and commercial uses,
thereby reducing the demand for travel by
single-occupancy vehicles. In addition, the
project area is served by public transit.
The proposed project would develop and
implement a TDM plan consistent with the
City’s TDM ordinance, with measures that
would reduce vehicle traffic in and around
the project site. Also, the proposed
project’s bicycle and pedestrian facilities
would help reduce the demand for travel
in single-occupancy vehicles. In total,
through its design and TDM plan, the
proposed project would achieve a
reduction in VMT of 29.5 percent relative
to unmitigated conditions, which is more
than the 28 percent reduction needed to
reduce existing regional VMT by 15
percent. This reduction would achieve the
BAAQMD threshold regarding a VMT
reduction (i.e., 15 percent below existing
VMT per employee). The proposed project
would be consistent with this BAAQMD
requirement.
Source: BAAQMD 2022b.
As demonstrated in Table 16, the project would meet all BAAQMD requirements; therefore, the
proposed project would be consistent with BAAQMD Threshold Option A.
Consistency with Applicable Plans, Policies, and Regulations Adopted for the
Purpose of Reducing GHG Emissions
At the local level, the City’s CAP is the plan for reducing GHG emissions. At the state level, the 2022
Scoping Plan is State’s plan for reducing GHG emissions. The project’s consistency with the City CAP
and the scoping plan is assessed here to determine the significance of this impact. In addition, the
project’s consistency with BAAQMD’s 2017 Clean Air Plan and Plan Bay Area 2050/SB 375 is also
evaluated.
Consistency with the City of South San Francisco’s Climate Action Plan
The City adopted a CAP in 2022 to reduce community and municipal GHG emissions associated with
General Plan buildout. The CAP is a roadmap that outlines a path for achieving carbon neutrality by
2045, reducing emissions 40 percent by 2030 and 80 percent by 2040, equitably mitigating and
addressing the impacts of climate change, and realizing the co-benefits of climate mitigation actions
that help create a sustainable community. The CAP features 62 recommended GHG emissions
reduction measures within seven sectors of community and municipal operations: clean energy,
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built environment, transportation and land use, solid waste, waste and wastewater, carbon
sequestration and natural systems, and city leadership. The proposed project’s operational
emissions are discussed by sector and evaluated for CAP consistency.21
Transportation and Land Use Emissions
As shown in Table 15, emissions associated with net mobile sources would amount to
approximately 11,219 MTCO2e per year. The TDM plan includes 13 measures that would be
implemented to reduce the number of trips. The measures include subsidizing transit passes for
employees, establishing carpool or vanpool programs, and providing bicycle storage and shower and
locker facilities. In addition, the CAP has nine transportation and land use measures. Although many of
the measures require action on the City’s part to create policies and incentive programs, the proposed
project supports the measures that are considered applicable, as evaluated in Table 17, below.
Table 17. Consistency of the Project with the City of South San Francisco’s Transportation and Land Use Measures
Measure
Category Description of Measure Applicable? Project Implementation Consistent?
TL 2.1: Trip
CAP on East
of 101
Implement an East of 101
area trip cap with
triennial monitoring and
corrective actions if
exceeded to manage the
number of vehicles
entering the area.
No This measure is a City action
and would not be applicable
to the proposed project,
which is not located in the
East of 101 area.
N/A
TL 2.2: TDM
Program
Implement, monitor, and
enforce compliance with
the City’s TDM Ordinance
Yes The proposed project would
be required to achieve a 50
percent non-drive-alone
mode share and be
compliant with an on-site
trip cap, both to be
monitored annually, which
is consistent with the City’s
TDM Ordinance.
Yes
TL 2.3:
Improve
Curb
Management
Evaluate the current and
best use of curb space in
the city’s activity centers
and repurpose space to
maximize people served
(i.e., for loading,
bikeways, bike parking,
bus lanes, EV charging, or
parklets).
No This measure is a City action
and would not be applicable
to the proposed project.
N/A
21 The proposed project is not compared to the city leadership measures because the measures are applicable only
to City municipal buildings.
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Measure
Category Description of Measure Applicable? Project Implementation Consistent?
TL 2.4:
Parking
Demand
Management
Strategy
Incorporate maximum
parking requirements for
new residential and
office/R&D projects.
Yes The proposed project would
provide 2,976 parking
spaces. Of these, 2,434
spaces would be for
primarily R&D uses,
consistent with the City’s
maximum allowable parking
supply (i.e., 1.5 spaces per
1,000 sf).
Yes
TL 2.5:
Development
along Transit
Corridors
For all new land use and
transportation projects,
adhere to the City’s VMT
analysis guidelines and
qualitatively assess the
project’s effect on
multimodal access. Use
the development review
process to identify
opportunities to enhance
bicycle, pedestrian, and
transit connectivity.
Yes The proposed project has a
TDM plan with 13 measures
that are designed to reduce
the number of trips and
VMT. In addition, the project
would provide first-
mile/last-mile shuttles to
the San Bruno Bay Area
Rapid Transit (BART)
station and South San
Francisco Caltrain station.
The project sponsor would
establish new routes, with at
least one vehicle dedicated
to each route and service at
least every 15 minutes
during the AM and PM peak
periods. Shuttles would be
free and open to the public.
Implementation of the TDM
plan would reduce project
VMT by 29.5 percent
relative to unmitigated conditions, bringing it in line
with the City’s VMT per-
capita reduction goal of
15 percent below the
regional average.
Yes
TL 2.6:
Complete
Streets
Policy
Ensure that all roadway
and development projects
are designed and
evaluated to meet the
needs of all street users
and that development
projects contribute to
multimodal
improvements in
proportion to their
potential impacts on
vehicle miles traveled.
Develop Capital
Improvement Program
prioritization criteria,
Yes The proposed project would
provide continuous bike and
pedestrian access
throughout the campus,
which would support this
measure’s goal that calls for
designing projects that meet
the needs of all street users.
Yes
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Measure
Category Description of Measure Applicable? Project Implementation Consistent?
including equity
considerations for SB
1000 neighborhoods, to
strategically advance
multimodal complete
streets projects. All capital
improvements and
development projects
incorporate bicycle and
pedestrian improvements
identified in the Active
South City Plan, such as
trails, bikeways, bicycle
detection at traffic signals,
high-visibility crosswalks,
and pedestrian-oriented
site plans.
TL 2.7: Free
Local Bus
Service
Develop a dedicated
funding source or
leverage private sector
contributions to fund the
South City shuttle and
free bus service for South
City residents.
No This measure is a City action
and not applicable to the
proposed project.
N/A
TL 2.8:
Improve
Transit
Station
Access
Leverage public-private
partnerships to increase
transit ridership and
improve transit station
access by incorporating
first-mile/last-mile bus,
shuttle, and active
transportation
connections between
employment hubs and
regional transit stations.
No This measure is a City action
and not applicable to the
proposed project.
N/A
TL 2.9: Scale
Transit
Service
Levels
Continue collaboration
with Caltrain, San Mateo
County Transit District
(SamTrans), Water
Emergency
Transportation Authority
(WETA), and shuttle
providers to scale service
levels in growing areas
and leverage private
sector subsidies of transit
fares to support BART,
Caltrain, SamTrans, and
WETA ridership.
No This measure is a City action
and not applicable to the
proposed project.
N/A
Note:
N/A = not applicable
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Federal, State, and local regulatory efforts target three elements of emissions reduction: vehicle fuel
efficiency, the carbon content of fuels, and VMT. Most adopted programs and regulations focus on
fuel efficiency (e.g., CAFE standards, Pavley standard) and the carbon intensity of transportation
fuels (e.g., LCFS). Vehicle electrification is also rapidly becoming part of the State’s approach to
reducing mobile-source emissions (e.g., Title 24). The proposed project would not include any
features that would conflict with these programs. Rather, it would implement a TDM plan that would
reduce the number of trips and VMT. A recent CARB assessment makes clear that the State is “not on
track to meet greenhouse gas reductions expected under SB 375.” SB 743 is intended to close the
VMT and emissions reduction gap. There is therefore a nexus between SB 743 and State goals to
reduce mobile-source GHG emissions. In response to SB 743, OPR released its technical advisory on
evaluating transportation impacts under CEQA in December 2018. The advisory indicates that
“achieving 15 percent lower per capita (residential) or per employee (office) VMT than existing
development is both generally achievable and is supported by evidence that connects this level of
reduction to the state’s emissions goals.” This reduction goal is consistent with recent CARB (2019)
analysis, which demonstrates that a 14.3 percent reduction in VMT per capita by 2050 (compared to
a 2015–2018 average) would be needed statewide to meet the GHG planning goals.
The proposed project would implement a TDM plan that would achieve a gross VMT reduction of
approximately 30 percent. This would align with the City’s VMT per-capita reduction target of 15
percent below the regional average, which is designed to meet statewide VMT reduction goals.
Therefore, it would not conflict with the State’s long-term emissions reduction trajectory for mobile
sources.
Area Emissions
As shown in Table 15, emissions associated with net area sources would amount to approximately
14 MTCO2e per year. The CAP does not include measures specific to area-source emissions. In
addition, there are no relevant measures in the scoping plan for landscaping equipment. A transition
away from fossil-fuel equipment will be needed to achieve carbon neutrality by 2045. The proposed
project supports this with Measure AQ-3, which requires the use of zero-emission landscaping
equipment. This is consistent with the scoping plan’s overall goal of reducing emissions from fossil-
fuel landscaping equipment.
Energy Emissions
As shown in Table 15, the proposed project would not generate emissions associated with energy
sources. The proposed project would have all-electric buildings and receive electricity from on-site
renewables or renewable sources from Peninsula Clean Energy, which means that there would be no
energy-related emissions. The City CAP has seven energy measures, all of which require action on
the City’s part, such as creating policies and incentive programs. The proposed project supports the
applicable measures, as evaluated in Table 18, below.
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Table 18. Consistency of the Project with the City of South San Francisco’s Energy Measures
Measure Description of Measure Applicable?
Project
Implementation Consistent?
CE 1.1: Adopt
Solar Reach
Code for
Nonresidential
Buildings
Require the construction of
any new nonresidential
conditioned space of 5,000 sf
or more, or the conversion of
unconditioned space 5,000 sf
or more, to meet a minimum
of 50 percent of modeled
building electricity needs
with on-site renewable
energy sources, as feasible.
To calculate 50 percent of
building electricity needs for
the new conditioned space,
the applicant shall calculate
building electricity use as
part of the Title 24
compliance process. Total
electricity use shall include
total use for the new
conditioned space, excluding
process energy.
Yes The proposed project
would contract with
PCE, which would
provide electricity from
renewable sources. The
project site currently
offsets building
electricity needs by
3 percent with the
incorporation of solar
canopies and other
energy-efficient design
features. The proposed
project would continue
to work with its
consultant, Atelier Ten,
to achieve an offset of
5 percent, if feasible.
Achieving more than a
5 percent offset with
on-site renewable
energy sources (e.g.,
solar canopies, wind
turbines, energy-
efficient design
features) may not be
feasible with life science
and R&D uses due to the
equipment plug loads,
fans and pumps, and
space heating required
for laboratory buildings.
The proposed project
would be consistent
with this measure.
Yes
CE 1.2:
Streamline
Permitting and
Approval
Processes for
Battery
Storage
Systems
Establish a streamlined
approval process for battery
storage systems and reduce
or eliminate permitting fees
to encourage the addition of
battery storage.
No This measure is an
action the City will
perform and does not
apply to this project.
N/A
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Measure Description of Measure Applicable?
Project
Implementation Consistent?
CE 1.3:
Streamline PV
System
Permitting and
Approval
Establish a streamlined PV
system permitting and
approval process to
encourage the addition of
solar PV systems.
No This measure is an
action the City will
perform and does not
apply to this project.
N/A
CE 1.4: Develop
a Program to
Provide Energy
Resilience
through
Backup Energy
Systems,
Microgrids, and
Other
Measures
Provide energy resilience
through backup energy
systems, microgrids, and
other measures that serve
the community during
emergency events,
particularly disadvantaged
communities; consider
creating a financial incentive
program for existing and
new solar/battery backup
system installations.
No This measure is an
action the City will
perform and does not
apply to this project.
N/A
CE 1.5: Work
with Pacific Gas
and Electric
(PG&E) to
Minimize the
Impacts of Public Safety
Power Shutoffs
Work with PG&E to
minimize the impacts of
Public Safety Power Shutoffs
and prevent utility shutoffs
during extreme heat events.
No This measure is an
action the City will
perform and does not
apply to this project.
N/A
CE 1.6: Explore
Community-
Scale Solar and
Other
Renewable
Energy
Implementation
Explore opportunities to
install community-scale
solar PV or other renewable
energy systems, including
biogas, to support local
energy resiliency and
provide renewable energy to
disadvantaged communities.
No This measure is an
action the City will
perform and does not
apply to this project.
N/A
CE 2.1: Achieve
and Maintain
95 Percent
Participation in
PCE 100
Percent
Renewable
Energy Tier
Maintain City membership in
PCE and continue to work to
maintain a minimum of 95
percent of private-owner
participation in PCE.
No This measure is an
action the City will
perform and does not
apply to this project.
N/A
Note:
N/A = not applicable
Solid Waste Emissions
As shown in Table 15, emissions associated with solid waste sources would amount to
approximately 266 MTCO2e per year. The CAP has six solid waste measures, most of which require
action on the City’s part to create policies and incentive programs. Two of the measures evaluated in
Table 18 are applicable to the project.
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Table 19. Consistency of the Project with the City of South San Francisco’s Solid Waste Measures
Measure
Category Description of Measure Applicable?
Project
Implementation Consistent?
SW 1.1: Zero-
Waste Plan
Adopt an SB 1383–compliant
zero-waste plan for
municipal operations and
the community that includes
mandatory residential and
commercial recycling and
collection of organics/food
waste, mandatory
commercial edible food
recovery program (per
memorandum of
understanding with San
Mateo County Office of
Sustainability), and updated
trash enclosure space and
access requirements, based
on hauler recommendations,
to accommodate all waste
streams (e.g., recycling,
trash, organics).
Yes Although this measure
is an action item for the
City, the proposed
project will have
recycling containers in
the utility yard and
organic waste services,
which supports the
City’s goal to increase
participation in
recycling and organic
waste programs.
Yes
SW 1.2: SSF
Scavenger
Partnership
Continue to work with SSF
Scavenger to ensure
implementation of waste
reduction targets.
No This measure is an
action item for the City
and is not applicable to
the proposed project.
N/A
SW 1.3: Waste
Reduction
Compliance
Pathways
Establish compliance
pathways and enforcement
mechanisms for mandatory
diversion of organics and
food waste.
Yes Although this measure
is an action item for the
City, the proposed
project would provide
organics/composting
waste services, which
supports the City’s goal
to divert organics from
the landfill.
Yes
SW 1.4:
Educational
Outreach about
Waste
Diversion
Develop education and
technical assistance
programs to help all
residents and businesses to
compost and recycle.
No This measure is an
action item for the City
and is not applicable to
the proposed project.
N/A
SW 1.5: Waste
Rate Structures
Explore modifying waste
rate structures to encourage
efficiency in future franchise
agreements.
No This measure is an
action item for the City
and is not applicable to
the proposed project.
N/A
SW 1.6: City
Green
Purchasing
Program
Establish a green purchasing
program for City of South
San Francisco municipal
operations.
No This measure is an
action item for the City
and is not applicable to
the proposed project.
N/A
Note:
N/A = not applicable
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The features described above (e.g., recycling, organic waste collection) are consistent with the
scoping plan’s overall goal of reducing waste emissions and its specific strategy to avoid landfill CH4
emissions by reducing the disposal of landfill waste and organics. In addition, these features would
comply with AB 341’s mandatory recycling requirement and support the State’s recycling goal.
Water and Wastewater Emissions
As shown in Table 15, emissions associated with net water and wastewater sources would amount
to approximately 21 MTCO2e per year. The CAP has seven measures related to the water and
wastewater sector. Although all measures require action on the City’s part to create policies and
incentive programs, the proposed project supports one measure that is considered applicable, as
evaluated in Table 20.
Table 20. Consistency of the Project with the City of South San Francisco’s Water and Wastewater Measures
Measure Description of Measure Applicable?
Project
Implementation Consistent?
WW 1.1:
Landscaping
Water
Requirements
Achieve greater water use
reductions than those of
the Water-Efficient
Landscape Ordinance by
requiring all landscapes to
obtain a landscape permit,
decreasing the size
threshold to capture all
landscape renovations, and
adding prescriptive
irrigation plant lists or
water budget
requirements.
No This measure is an
action the City will
perform and does not
apply to the proposed
project.
N/A
WW 1.2:
Alternative
Water Sources
Explore options at the
South San Francisco – San
Bruno Water Quality
Control Plant for
delivering non-potable,
recycled water for cooling
towers, processes, and
irrigation in East of 101
(e.g., flow-pipe water).
Maximize available non-
potable water reuse from
the Orange Park
stormwater capture
project at Orange
Memorial Park, Centennial
Way, and the new Civic
Campus.
No This measure is an
action the City will
perform and does not
apply to the proposed
project.
N/A
WW 1.3:
Promote
Greywater
Systems
Create a streamlined
permit process for
laundry-to-landscape
greywater systems.
No This measure is an
action the City will
perform and does not
apply to the proposed
project.
N/A
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Measure Description of Measure Applicable?
Project
Implementation Consistent?
WW 1.4:
Landscaping
Plant List
Develop a plant list and a
landscaping palette for
efficiency and for
habitat/wildlife for new
development and
landscape retrofits.
No This measure is an
action the City will
perform and does not
apply to the proposed
project.
N/A
WW 1.5:
Install Smart
Meters
Partner with the California
Water Service to install
smart water meters
throughout the city.
No This measure is an
action the City will
perform and does not
apply to the proposed
project.
N/A
WW 2.1:
Indoor Water
Efficiency
Standards
Require high-efficiency
fixtures in all new
construction and major
renovations that are
comparable to CALGreen
Tier 1 or 2 standards.
Yes The project would use
high-efficiency fixtures,
which would be
comparable to
CALGreen Tier 1 or 2
standards.
Yes
WW 2.2:
Promote
Available
Rebates
Promote available water
conservation rebates from
the Bay Area Regional
Energy Network, California
Water Service, and other
sources, focusing resources
in the most
disadvantaged
communities.
No This measure is an
action the City will
perform and does not
apply to the proposed
project.
N/A
Note:
N/A = not applicable
The proposed project would include several water conservation features. Furthermore, it would be
required to comply with all applicable City and State water conservation measures for both indoor
and outdoor applications, including Title 24, Part 6, the California Energy Code baseline standards
for energy efficiency, as based on the 2022 Energy Efficiency Standards and CALGreen. The features
would be consistent with the scoping plan’s overall goal of reducing emissions associated with water
delivery and would support ongoing regulatory programs (e.g., SB X7-7, Title 24) that aim to reduce
GHG emissions associated with conveying and distributing water.
Carbon Sequestration and Natural Systems
The CAP has four carbon sequestration and natural system measures. Three of these measures
require action on the City’s part; one measure is applicable to the proposed project, as evaluated in
Table 21.
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Table 31. Consistency of the Project with the City of South San Francisco Carbon Sequestration and
Natural Systems Measures
Measure
Category Description of Measure Applicable?
Project
Implementation Consistent?
CS 1.1: Carbon
Farming
Explore compost
application on available
acres of appropriate open
space.
No This measure is an
action for the City to
take; it is not
applicable to this
project.
N/A
CS 2.1: Public
Tree Planting
Expand the canopy cover to
reach the goals of the Urban
Forest Master Plan and
increase environmental
benefits, prioritizing
disadvantaged communities
and connected wildlife
corridors.
Yes The project would
plant 662 trees in the
central courtyard,
surface parking area,
and terrace areas and
along the western and
southern perimeters of
the project site,
thereby expanding the
tree canopy, thereby
helping to achieve the
goals of the Urban
Forest Master Plan.
Yes
CS 2.2: Tree
Standards for
New
Development
For nonresidential and
residential new
construction, require Silva
Cells and a soil compaction
plan for tree growth;
require the preservation
and addition of trees on
private property in
residential neighborhoods
through design review
where appropriate.
Incorporate Parks and
Recreation urban forest
personnel in the review
process.
Yes The proposed project
would incorporate
Silva Cells and a soil
compaction plan for
tree growth where
appropriate.
Yes
CS 3.1: Colma
Creek
Restoration
Enhance Colma Creek as an
ecological corridor by
restoring 5 miles of creek
ecologies and creating
transitional habitat zones to
build resilience and
ecosystem services. Protect
and expand existing marsh
and wetland habitat to
improve water quality,
adapt to climate change,
and provide habitat for
wildlife.
No This measure is an
action for the City to
take; it is not
applicable to this
project.
N/A
Note:
N/A = not applicable
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Built Environment
The CAP has two built-environment measures that focus on new construction and 10 built-
environment measures that focus on existing buildings. Because the proposed project would
demolish all existing structures on the site, Table 22 compares the proposed project to only the
measures pertaining to new construction. Although the project would include emergency
generators, Measure BE 1.8, Transition to Carbon-Free Backup Power, is included below to show
that the project would still be consistent with the City’s CAP because Measure BE 1.8 does not
indicate that new development can have only carbon-free backup generators.
Table 22. Consistency of the Project with the City of South San Francisco Built Environment – New
Construction Measures
Measure
Category Description of Measure Applicable?
Project
Implementation Consistent?
BNC 1.1:
Improve the
Energy
Efficiency of
New
Construction
Provide a combination of
financial and development
process incentives
(e.g., expedited permitting,
increases in floor area
ratios) to encourage new
development to exceed the
Title 24 energy efficiency
standard.
No This is an action for the
City and does not apply
to the proposed
project.
N/A
BNC 2.1: Adopt
an All-Electric
Reach Code for
Nonresidential
New
Construction
Implement a residential all-
electric reach code and
adopt an all-electric reach
code for nonresidential new
construction. Exempt
occupancies must install
electric building systems
(e.g., space and water
heating equipment) where
feasible. Until the adoption
of the nonresidential all-
electric reach code, require
any new nonresidential
conditioned space of 5,000
sf or more, or the
conversion of
unconditioned space of
5,000 sf or more, to comply
with CALGreen Tier 2
energy efficiency
requirements to exceed
mandatory energy
efficiency requirements by
20 percent or more. For
additions to existing
development of 5,000 sf or
more, CALGreen Tier 2 shall
be calculated as part of the
Title 24 compliance
Yes The proposed project
would have all-electric
buildings.
Yes
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Measure
Category Description of Measure Applicable?
Project
Implementation Consistent?
process. Existing building
space that has already been
permitted shall not be
subject to CALGreen Tier 2
requirements.
BE 1.8:
Transition to
Carbon-Free
Backup Power
Work with PG&E and PCE
to transition backup
generators from diesel to
carbon-free sources,
including battery storage
systems.
No This is an action for the
City and does not apply
to the proposed
project.
N/A
Note: N/A = not applicable
Consistency with Senate Bill 32 (including the CARB 2022 Scoping Plan)
SB 32 outlines the State’s GHG emissions reduction targets for 2030. Although not legislatively
adopted, EO S-03-05 establishes the State’s long-term goal to reduce GHG emissions 80 percent from
1990 levels by 2050. AB 1279 sets a more ambitious State goal of net-zero GHG emissions by 2045
and an 80 percent reduction in anthropogenic emissions from 1990 levels by 2045.
In 2008 and 2014, CARB adopted the original scoping plan and first update, respectively, as a
framework for achieving AB 32. The scoping plan and first update outline a series of technologically
feasible and cost-effective measures to reduce statewide GHG emissions. CARB adopted the 2022
Scoping Plan in July of that year to assess progress toward the statutory 2030 target while laying out a
path to achieving carbon neutrality no later than 2045. CARB’s 2022 Scoping Plan outlines the main
strategies for keeping California on track and able to meet its SB 32 GHG reduction target (i.e., reduce
GHG emissions to at least 40 percent below 1990 levels by 2030), achieve carbon neutrality by 2045,
and reduce anthropogenic emissions to 85 percent below 1990 levels (CARB 2022a). Regarding project-
level GHG analyses, Appendix D to CARB’s 2022 Scoping Plan, Local Actions, notes:
When jurisdictions have a CEQA-qualified CAP, an individual project that complies with the strategies
and actions within a CEQA-qualified CAP can tier and streamline its project-specific CEQA GHG analysis
to make a determination “that a project’s incremental contribution to a cumulative [GHG] effect is not
cumulatively considerable” (State CEQA Guidelines Sections 15064.4 (b)(3) and 15183.5).
As discussed above in the Consistency with the City of South San Francisco’s Climate Action Plan
section, the City’s 2022 CAP does not satisfy the tiering requirements established in Section 15183.5
of the State CEQA Guidelines and therefore cannot be used to determine the significance of an
individual project’s GHG emissions. As indicated in Appendix D to CARB’s 2022 Scoping Plan, the
City’s CAP, while not qualified for tiering, incorporates various measures pertaining to
transportation electrification, VMT reductions, and building decarbonization. As described above,
the project would be consistent with all required and applicable measures of the City’s CAP.
Appendix D to CARB’s 2022 Scoping Plan, Local Actions, also identifies key project attributes that
empirical evidence has shown to reduce operational GHG emissions while simultaneously advancing
fair housing. CARB concludes that “[r]esidential and mixed-use projects that have all of the key
project attributes in Table 3 [Key Residential and Mixed-Use Project Attributes that Reduce GHGs]
should accommodate growth in a manner consistent with State GHG reduction and equity
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prioritization goals” (CARB 2022a). Although this project does not include residential uses, it is a
mixed-used non-residential project. As such, this analysis also evaluates the project’s consistency
with the scoping plan–identified key project attributes to provide a comprehensive assessment of
the project’s GHG impact. The project’s consistency with these attributes is discussed in Table 23.
Table 23. Project Consistency with the CARB 2022 Scoping Plan Key Project Attributes
Project Attribute Project Consistency
Transportation Electrification
Provides EV charging infrastructure
that, at a minimum, meets the most
ambitious voluntary standard in the
California Green Building Standards
Code at the time of project approval.
Consistent. Currently, the most ambitious voluntary standard in
the CALGreen code would be the voluntary Tier 2 nonresidential
standard (i.e., 45 percent of all spaces to be EV capable and 33
percent of the EV spaces to have EVSE). The project would meet
the voluntary Tier 2 nonresidential standard for EV charging
infrastructure under the 2022 CALGreen code. As such, the
project would be consistent with this attribute.
VMT Reduction
Is located on infill sites that are
surrounded by existing urban uses
and reuses or redevelops previously
undeveloped or underutilized land
that is presently served by existing
utilities and essential public services
(e.g., transit, streets, water, sewer).
Consistent. The project proposes infill mixed-use development
in an existing urbanized area, thereby supporting local, regional,
and State mobility and GHG reduction objectives to reduce VMT
and infrastructure costs. As such, the project would be consistent
with this attribute.
Does not result in the loss or
conversion of natural and working
lands.
Consistent. The project site is in an existing urbanized area and
currently occupied by industrial buildings and a paved surface
parking lot. As such, the project would not result in the loss or
conversion of natural or working lands and would be consistent
with this attribute.
Consists of transit-supportive
densities (minimum of 20 residential
dwelling units per acre) or is in
proximity to existing transit stops
(within a half mile) or satisfies more
detailed and stringent criteria
specified in the region’s SCS.
Consistent. The project site is within a 0.5 mile of an existing
bus stop at Herman Street and Pacific Avenue. In addition, the
project would provide first-mile/last-mile shuttles to the San
Bruno BART station and South San Francisco Caltrain station.
The project sponsor would establish new routes, with at least
one vehicle dedicated to each route and service at least every 15
minutes during the AM and PM peak periods. Shuttles would be
free and open to the public. As such, the project would be
consistent with this attribute because it would facilitate
connections to major transit services.
Reduces parking requirements by
eliminating parking requirements or
including maximum allowable
parking ratios (i.e., the ratio of
parking spaces to residential units or
square feet) or providing a
residential parking supply at a ratio
of less than one parking space per
dwelling unit or, for multi-family
residential development, requiring
parking costs to be unbundled from
costs to rent or own a residential
unit.
Consistent. The proposed project would provide 2,976 parking
spaces. Of these, 2,434 spaces would be used primarily for R&D
uses. This would be below the City’s maximum allowable
parking ratio of 1.5 spaces per 1,000 sf. Because the project
would provide less parking than the maximums set forth in the
City Code, the project would be consistent with this attribute.
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Project Attribute Project Consistency
At least 20 percent of units included
are affordable to lower-income
residents.
N/A. The project is a nonresidential project. This attribute does
not apply to the project.
Results in no net loss of existing
affordable units.
Consistent. The project site is currently occupied by industrial
buildings and a paved surface parking lot. The project would
therefore not result in a net loss in existing affordable units and
would be consistent with this attribute.
Building Decarbonization
Uses all-electric appliances without
natural gas connections and does not
use propane or other fossil fuels for
space heating, water heating, or
indoor cooking.
Consistent. The project would build all-electric buildings;
natural gas would not be used. As such, the project would be
consistent with this attribute.
Source: CARB 2022a.
As discussed above in Table 23, the project would incorporate all scoping plan–identified key
project attributes. The project’s consistency with the scoping plan–identified key project attributes
provides further evidence that the project would not conflict with implementation of CARB’s 2022
Scoping Plan or attainment of the statewide GHG targets for 2030 and 2045 mandated by SB 32 and
AB 1279, respectively. As such, the project would be consistent with the City’s CAP and align with
the GHG emissions reduction strategies outlined in CARB’s 2022 Scoping Plan.
Plan Bay Area 2050/California Senate Bill 375
Plan Bay Area 2050 is consistent with SB 375, which requires MTC to adopt an SCS that outlines
policies to reduce per capita GHG emissions from automobiles and light trucks. Environment and
transportation are two of four elements discussed in MTC’s Plan Bay Area 2050 (MTC; ABAG 2021).
Both of these elements comprise a set of strategies that aim to reduce both VMT and emissions. The
strategies include a mix of measures that encourage compact growth patterns, alternative
transportation, transit, mobility and access, network expansion, and transportation investment.
It is estimated that the project would generate up to 10,110 daily vehicle trips. To reduce VMT and
associated emissions, the project would improve conditions for walking and biking by providing on-
street bicycle racks/lockers, as well as long-term bicycle racks for workers, and orienting buildings
so as to be sidewalk facing, with multiple pedestrian entrances. The proposed project would be an
infill development. This would involve redevelopment and densification of the site. In addition, the
project would be near local transit lines and routes that provide safe and convenient access for
bicyclists and pedestrians, thereby encouraging alternative transportation modes. Overall, the
project would incorporate 13 TDM features, which are anticipated to reduce gross VMT by
approximately 29.5 percent relative to unmitigated conditions. This reduction in gross VMT would
make the project consistent with the City’s VMT per capita reduction target of 15 percent below the
regional average, which is designed to meet statewide VMT reduction goals.
These policies would support alternative transportation within the community, which could help
reduce VMT and per capita GHG emissions from passenger vehicles, consistent with Plan Bay Area
2050.
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Other State Regulations
As discussed above in the analysis of consistency with SB 32, systemic changes would be required at
the state level to achieve statewide future GHG reduction goals. Regulations such as the SB 100–
mandated 100 percent carbon-free RPS by 2045; implementation of the State’s SLCP Reduction
Strategy, including forthcoming regulations for composting and organics diversion; and future
updates to the State’s Title 24 standards, including requirements for net-zero energy, will be
necessary to attain the magnitude of reductions required by the State’s goals. The proposed project
would be required to comply with these regulations in new construction (e.g., in the case of updated
Title 24 standards) or be directly affected by the outcomes (e.g., energy consumption would be less
carbon intensive with the increasingly stringent RPS). Unlike the scoping plans, which explicitly call
for additional emissions reductions from local governments and new projects, none of these State
regulations identify specific requirements or commitments for new development beyond what is
already required by existing regulations or will be required in forthcoming regulation. Therefore, for
the foreseeable future, the proposed project would not conflict with any state-level regulations
pertaining to GHGs in the post-2020 era.
Conclusion
The proposed project would be consistent with and support all applicable measures from the CAP.
In addition, as noted above, the project would be consistent with BAAQMD Threshold Option A. With
respect to mobile sources, the proposed project would achieve the City’s VMT reduction target,
ensuring that the proposed project would be consistent with relevant regulatory programs, such as
SB 743, that expressly aim to reduce VMT. In addition, the project would be consistent with CARB’s
2022 Scoping Plan–identified key project attributes applicable to the project.22 The project would
also comply with Plan Bay Area 2050, the applicable regional plan for reducing mobile-source
emissions in the San Francisco Bay Area. Therefore, the project would not conflict with State,
regional, or local plans designed to achieve the GHG reduction goals mandated by SB 32 and
AB 1279 for 2030 and 2045, respectively.
3.3.4 Cumulative Greenhouse Gas Impacts
Climate change is a global problem, and GHG impacts are inherently cumulative. This is because
GHGs contribute to the global phenomenon that is climate change, regardless of where they are
emitted. Climate change is the result of the individual contributions of countless past, present, and
future sources.
22 Although this analysis determines the project’s alignment with CARB’s 2022 Scoping Plan, based on its
consistency with the City’s CAP, the project’s consistency with the scoping plan–identified key attributes
provides further evidence that the project would not conflict with implementation of CARB’s 2022 Scoping Plan
or attainment of the statewide GHG targets for 2030 and 2045 mandated by SB 32 and AB 1279, respectively.
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Chapter 4
References
Bay Area Air Quality Management District. 2017. Final 2017 Clean Air Plan. Adopted April 19.
Available: https://www.baaqmd.gov/~/media/files/planning-and-research/plans/2017-clean-
air-plan/attachment-a_-proposed-final-cap-vol-1-pdf.pdf?la=en. Accessed: December 15, 2023.
———. 2022a. AERMOD-Ready Meteorological Data. November. Available:
https://www.baaqmd.gov/plans-and-climate/california-environmental-quality-act-ceqa/ceqa-
tools/ceqa-modeling-data. Accessed: December 2022.
———. 2022b. Justification Report: CEQA Thresholds for Evaluating the Significance of Climate
Impacts from Land Use Projects and Plans. April. Available: https://www.baaqmd.gov/~/media/
files/planning-and-research/ceqa/ceqa-thresholds-2022/justification-report-pdf.pdf?la=en.
Accessed: June 27, 2023.
———. 2023a. CEQA Thresholds and Guidelines Update. April. Available: https://www.baaqmd.gov/
plans-and-climate/california-environmental-quality-act-ceqa/updated-ceqa-guidelines.
Accessed: December 15, 2023.
———. 2023b. Air Quality Guidelines. Appendix E: Recommended Methods for Screening and
Modeling Local Risks and Hazards. Available: https://www.baaqmd.gov/~/media/files/
planning-and-research/ceqa/ceqa-guidelines-2022/appendix-e-recommended-methods-for-
screening-and-modeling-local-risks-and-hazards_final-pdf.pdf?rev=b8917a27345a4a629fc
18fc8650951e4&sc_lang=en. Accessed: January 10, 2024.
California Air Pollution Control Officers Association (CAPCOA). 2022. California Emissions Estimator
Model. Version 2022.1. Available: https://www.caleemod.com/. Accessed: December 15, 2023.
California Air Resources Board. 2005. Air Quality and Land Use Handbook: A Community Health
Perspective. April. Available: https://files.ceqanet.opr.ca.gov/221458-6/attachment/UNr-
g159CW-r0G4DR8q6daNdAKT3RJTd8gGQCfz4wqFfl-eNdZNQEqjf8tfls1x6Gsae7YqpXwtFIZBd0.
Accessed: December 15, 2023.
———. 2016. Ambient Air Quality Standards. Available: https://ww2.arb.ca.gov/sites/default/
files/2020-07/aaqs2.pdf. Accessed: December 15, 2023.
———. 2017a. California’s 2017 Climate Change Scoping Plan: The Strategy for Achieving California’s
2030 Greenhouse Gas Target. November. Available: https://www.arb.ca.gov/cc/scopingplan/
scoping_plan_2017.pdf. Accessed: December 15, 2023.
———. 2017b. Short-Lived Climate Pollutant Reduction Strategy. Available: https://ww2.arb.ca.gov/
sites/default/files/2020-07/final_SLCP_strategy.pdf. Accessed: January 9, 2024.
———. 2018. SB 375 Regional Greenhouse Gas Emissions Reduction Targets. March 22. Available:
https://ww2.arb.ca.gov/our-work/programs/sustainable-communities-program/regional-
plan-targets. Accessed: December 15, 2023.
———. 2019. Carbon Monoxide & Health. Available: https://ww2.arb.ca.gov/resources/carbon-
monoxide-and-health. Accessed: December 15, 2023.
Chapter 4: References
Air Quality and GHG Technical Report
Infinite 131 Project 4-2 March 2024
ICF 104668
———. 2020. GHG Global Warming Potentials. Available: https://ww2.arb.ca.gov/ghg-gwps.
Accessed: January 9, 2024.
———. 2021a. EMFAC2021 Web Database. Version 1.0.1. Available: https://www.arb.ca.gov/emfac/.
Accessed: December 15, 2023.
———. 2021b. Frequently Asked Questions: CARB Truck Rule Compliance Required for DMV
Registration. Available: https://ww3.arb.ca.gov/msprog/truckstop/pdfs/sb1_faqeng.pdf.
Accessed: December 15, 2023.
———. 2021c. Visibility-Reducing Particles & Health. Available: https://ww2.arb.ca.gov/resources/
visibility-reducing-particles-and-health. Accessed: December 15, 2023.
———. 2021d. iAdam Air Quality Data Statistics. Available: https://www.arb.ca.gov/adam/.
Accessed: January 9, 2024.
———. 2022a. 2022 Scoping Plan for Achieving Carbon Neutrality. November. Available:
https://ww2.arb.ca.gov/sites/default/files/2022-12/2022-sp.pdf. Accessed: January 9, 2024.
———. 2022b. California Greenhouse Gas Emissions for 2000 to 2021: Trends of Emissions and Other
Indicators. December 14. Available: https://ww2.arb.ca.gov/sites/default/files/ classic/cc/
inventory/2000-2020_ghg_inventory_trends.pdf. Accessed: December 15, 2023.
———. 2022c. CARB-Identified Toxic Air Contaminants. Available: https://ww2.arb.ca.gov/
resources/documents/carb-identified-toxic-air-contaminants. Accessed: December 15, 2023.
———. 2022d. Current California GHG Emission Inventory Data: 2000–2021 GHG Inventory (2023
edition). Available: https://ww2.arb.ca.gov/ghg-inventory-data. Accessed: December 15, 2023.
———. 2022e. Maps of State and Federal Area Designations. Available: https://ww2.arb.ca.gov/
resources/documents/maps-state-and-federal-area-designations. Accessed: December 15,
2023.
———. 2022f. Proposed Advanced Clean Cars II Regulations: All New Passenger Vehicles Sold in
California to Be Zero Emissions by 2035. Available: https://ww2.arb.ca.gov/our-work/
programs/advanced-clean-cars-program/advanced-clean-cars-ii. Accessed: January 9, 2024.
California Energy Commission. 2021. 2022 Building Energy Efficiency Standards Summary. Available:
https://www.energy.ca.gov/sites/default/files/2021-08/CEC_2022_
EnergyCodeUpdateSummary_ADA.pdf. Accessed: December 15, 2023.
California Office of Environmental Health and Hazard Assessment. 2015. Air Toxic Hot Spot Program
Guidance Manual for Preparation of Health Risk Assessments. Available: http://oehha.ca.gov/
media/downloads/crnr/2015guidancemanual.pdf. Accessed: December 15, 2023.
City of South San Francisco. 2022a. Shape South San Francisco 2040. Available:
https://shapessf.com/. Accessed: December 15, 2023.
———. 2022b. City of South San Francisco Climate Action Plan. Available: https://shapessf.com/wp-
content/uploads/2022/03/SSFCAP_PublicDraft2022_02_Small.pdf. Accessed: December 15,
2024.
———. 2023. Lindenville Specific Plan. Available: https://shapessf.com/wp-content/uploads/
2023/10/LindenvilleSP_CompleteFinalPlan_1023_23.pdf. Accessed: January 12, 2024.
Chapter 4: References
Air Quality and GHG Technical Report
Infinite 131 Project 4-3 March 2024
ICF 104668
ESA. 2019. Navigable Slough Flood Management Study, Prepared for County of San Mateo, City of
South San Francisco, and City of San Bruno. Available: https://oneshoreline.org/wp-
content/uploads/2020/06/Navigable-Slough-Flood-Management-Study.pdf. Accessed: April 12,
2023.
———. 2020. Downtown West Mixed-Use Plan Draft EIR. Section 3.1, Air Quality. Available:
https://www.sanjoseca.gov/home/showpublisheddocument/64981/637376118245030000.
Accessed: January 10, 2024.
Governor’s Office of Planning and Research. 2017. Technical Advisory: On Evaluating Transportation
Impacts in CEQA. December. Available: https://opr.ca.gov/docs/20190122-743_Technical_
Advisory.pdf. Accessed: December 15, 2023.
Intergovernmental Panel on Climate Change. 2007. Fourth Assessment Report: Climate Change 2007.
Working Group I: The Physical Science Basis. Section 2.10.2, Direct Global Warming Potentials.
Available: https://archive.ipcc.ch/publications_and_data/ar4/wg1/en/ch2s2-10-2.html.
Accessed: December 15, 2023.
———. 2013. Chapter 6, Carbon and Other Biogeochemical Cycles. In Climate Change 2013: The
Physical Science Basis. Working Group I Contribution to the Fifth Assessment Report of the
Intergovernmental Panel on Climate Change. Pages 465–570. Available:
http://www.climatechange2013.org/images/report/WG1AR5_ALL_FINAL.pdf. Accessed:
December 15, 2023.
———. 2014. Climate Change 2014 Synthesis Report: Summary for Policymakers. Available:
https://www.ipcc.ch/pdf/assessment-report/ar5/syr/AR5_SYR_FINAL_SPM.pdf. Accessed:
December 15, 2023.
Metropolitan Transportation Commission and Association of Bay Area Governments (MTC; ABAG).
2021. Plan Bay Area 2050. Adopted: October 2021. Available:
https://www.planbayarea.org/finalplan2050. Accessed: December 15, 2023.
National Highway Transportation Safety Administration (NHTSA). 2021. Corporate Average Fuel
Economy Preemption. Available: https://www.nhtsa.gov/sites/nhtsa.gov/files/documents/cafe_
preemption_nprm_04222021_1.pdf. Accessed: December 15, 2023.
National Oceanic and Atmospheric Administration. 2023. NOWData. NOAA Online Weather Data.
Available: https://www.weather.gov/wrh/Climate?wfo=mtr. Accessed: June 7, 2023
Office of Environmental Health Hazard Assessment. 2015. Air Toxics Hot Spots Program Guidance
Manual for the Preparation of Risk Assessments. February. Available: https://oehha.ca.gov/
media/downloads/crnr/2015guidancemanual.pdf. Accessed: December 2022.
U.S. Environmental Protection Agency. 2003. Diesel Engine Exhaust (CASRN N.A.). February 28.
Available: https://cfpub.epa.gov/ncea/iris/iris_documents/documents/subst/0642_
summary.pdf#nameddest=woe. Accessed: December 15, 2023.
———. 2021. Monitor Values Report. Available: https://www.epa.gov/outdoor-air-quality-
data/monitor-values-report. Accessed: December 15, 2023.
Chapter 4: References
Air Quality and GHG Technical Report
Infinite 131 Project 4-4 March 2024
ICF 104668
———. 2022a. Health and Environmental Effects of Particulate Matter (PM). Available:
https://www.epa.gov/pm-pollution/health-and-environmental-effects-particulate-matter-pm.
Accessed: December 15, 2023.
———. 2022b. Health Effects of Ozone in the General Population. Available: https://www.epa.gov/
ozone-pollution-and-your-patients-health/health-effects-ozone-general-population. Accessed:
December 15, 2023.
———. 2022c. Health Effects of Ozone Pollution. Available: https://www.epa.gov/ground-level-
ozone-pollution/health-effects-ozone-pollution. Accessed: December 15, 2023.
———. 2023a. Current Nonattainment Counties for All Criteria Pollutants. Available:
https://www3.epa.gov/airquality/greenbook/ancl.html. Accessed: January 9, 2024.
———. 2023b. American Meteorological Society/Environmental Protection Agency Regulatory Model
Improvement Committee Modeling System (AERMOD). Version 23132. Available:
https://www.epa.gov/scram/air-quality-dispersion-modeling-preferred-and-recommended-
models#aermod. Accessed: February 22, 2024.
Yorke Engineering. 2018. Health Risk Assessment for the University of California, Davis: 2017 Long-
Range Development Plan. Available: https://ucdavis.app.box.com/s/uc2zwm2hmfgou618dme9
wt04bqkal6qk. Accessed: December 15, 2023.
Personal Communication
Metz, Bridget. SteelWave. June 23, 2023—email to Devan Atteberry of ICF regarding T131 CEQA
project data needs.
Attachment A
Air Quality and Greenhouse Gases Modeling Files
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I131 North - Construction & Operation - 2/7/2024 Detailed Report
Table of Contents
1. Basic Project Information
1.1. Basic Project Information
1.2. Land Use Types
1.3. User-Selected Emission Reduction Measures by Emissions Sector
2. Emissions Summary
2.1. Construction Emissions Compared Against Thresholds
2.2. Construction Emissions by Year, Unmitigated
2.3. Construction Emissions by Year, Mitigated
2.4. Operations Emissions Compared Against Thresholds
2.5. Operations Emissions by Sector, Unmitigated
2.6. Operations Emissions by Sector, Mitigated
3. Construction Emissions Details
3.1. Rough Grading/Site Demo (2028) - Unmitigated
3.2. Rough Grading/Site Demo (2028) - Mitigated
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3.3. Deep Foundations (2028) - Unmitigated
3.4. Deep Foundations (2028) - Mitigated
3.5. Deep Foundations (2029) - Unmitigated
3.6. Deep Foundations (2029) - Mitigated
3.7. Foundations (2029) - Unmitigated
3.8. Foundations (2029) - Mitigated
3.9. Superstructure (2029) - Unmitigated
3.10. Superstructure (2029) - Mitigated
3.11. Superstructure (2030) - Unmitigated
3.12. Superstructure (2030) - Mitigated
3.13. Building Enclosure (2030) - Unmitigated
3.14. Building Enclosure (2030) - Mitigated
3.15. Sitework (2030) - Unmitigated
3.16. Sitework (2030) - Mitigated
3.17. Sitework (2031) - Unmitigated
3.18. Sitework (2031) - Mitigated
3.19. Interior Buildout (2029) - Unmitigated
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3.20. Interior Buildout (2029) - Mitigated
3.21. Interior Buildout (2030) - Unmitigated
3.22. Interior Buildout (2030) - Mitigated
3.23. Startup/Inspections (2030) - Unmitigated
3.24. Startup/Inspections (2030) - Mitigated
3.25. Startup/Inspections (2031) - Unmitigated
3.26. Startup/Inspections (2031) - Mitigated
4. Operations Emissions Details
4.1. Mobile Emissions by Land Use
4.1.1. Unmitigated
4.1.2. Mitigated
4.2. Energy
4.2.1. Electricity Emissions By Land Use - Unmitigated
4.2.2. Electricity Emissions By Land Use - Mitigated
4.2.3. Natural Gas Emissions By Land Use - Unmitigated
4.2.4. Natural Gas Emissions By Land Use - Mitigated
4.3. Area Emissions by Source
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4.3.1. Unmitigated
4.3.2. Mitigated
4.4. Water Emissions by Land Use
4.4.1. Unmitigated
4.4.2. Mitigated
4.5. Waste Emissions by Land Use
4.5.1. Unmitigated
4.5.2. Mitigated
4.6. Refrigerant Emissions by Land Use
4.6.1. Unmitigated
4.6.2. Mitigated
4.7. Offroad Emissions By Equipment Type
4.7.1. Unmitigated
4.7.2. Mitigated
4.8. Stationary Emissions By Equipment Type
4.8.1. Unmitigated
4.8.2. Mitigated
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4.9. User Defined Emissions By Equipment Type
4.9.1. Unmitigated
4.9.2. Mitigated
4.10. Soil Carbon Accumulation By Vegetation Type
4.10.1. Soil Carbon Accumulation By Vegetation Type - Unmitigated
4.10.2. Above and Belowground Carbon Accumulation by Land Use Type - Unmitigated
4.10.3. Avoided and Sequestered Emissions by Species - Unmitigated
4.10.4. Soil Carbon Accumulation By Vegetation Type - Mitigated
4.10.5. Above and Belowground Carbon Accumulation by Land Use Type - Mitigated
4.10.6. Avoided and Sequestered Emissions by Species - Mitigated
5. Activity Data
5.1. Construction Schedule
5.2. Off-Road Equipment
5.2.1. Unmitigated
5.2.2. Mitigated
5.3. Construction Vehicles
5.3.1. Unmitigated
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5.3.2. Mitigated
5.4. Vehicles
5.4.1. Construction Vehicle Control Strategies
5.5. Architectural Coatings
5.6. Dust Mitigation
5.6.1. Construction Earthmoving Activities
5.6.2. Construction Earthmoving Control Strategies
5.7. Construction Paving
5.8. Construction Electricity Consumption and Emissions Factors
5.9. Operational Mobile Sources
5.9.1. Unmitigated
5.9.2. Mitigated
5.10. Operational Area Sources
5.10.1. Hearths
5.10.1.1. Unmitigated
5.10.1.2. Mitigated
5.10.2. Architectural Coatings
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5.10.3. Landscape Equipment
5.10.4. Landscape Equipment - Mitigated
5.11. Operational Energy Consumption
5.11.1. Unmitigated
5.11.2. Mitigated
5.12. Operational Water and Wastewater Consumption
5.12.1. Unmitigated
5.12.2. Mitigated
5.13. Operational Waste Generation
5.13.1. Unmitigated
5.13.2. Mitigated
5.14. Operational Refrigeration and Air Conditioning Equipment
5.14.1. Unmitigated
5.14.2. Mitigated
5.15. Operational Off-Road Equipment
5.15.1. Unmitigated
5.15.2. Mitigated
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5.16. Stationary Sources
5.16.1. Emergency Generators and Fire Pumps
5.16.2. Process Boilers
5.17. User Defined
5.18. Vegetation
5.18.1. Land Use Change
5.18.1.1. Unmitigated
5.18.1.2. Mitigated
5.18.1. Biomass Cover Type
5.18.1.1. Unmitigated
5.18.1.2. Mitigated
5.18.2. Sequestration
5.18.2.1. Unmitigated
5.18.2.2. Mitigated
6. Climate Risk Detailed Report
6.1. Climate Risk Summary
6.2. Initial Climate Risk Scores
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6.3. Adjusted Climate Risk Scores
6.4. Climate Risk Reduction Measures
7. Health and Equity Details
7.1. CalEnviroScreen 4.0 Scores
7.2. Healthy Places Index Scores
7.3. Overall Health & Equity Scores
7.4. Health & Equity Measures
7.5. Evaluation Scorecard
7.6. Health & Equity Custom Measures
8. User Changes to Default Data
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1. Basic Project Information
1.1. Basic Project Information
Data Field Value
Project Name I131 North - Construction & Operation - 2/7/2024
Construction Start Date 11/1/2028
Operational Year 2032
Lead Agency —
Land Use Scale Project/site
Analysis Level for Defaults County
Windspeed (m/s)4.60
Precipitation (days)37.8
Location 131 Terminal Ct, South San Francisco, CA 94080, USA
County San Mateo
City South San Francisco
Air District Bay Area AQMD
Air Basin San Francisco Bay Area
TAZ 1292
EDFZ 1
Electric Utility Peninsula Clean Energy
Gas Utility PacificGas&Electric
App Version 2022.1.1.21
1.2. Land Use Types
Land Use Subtype Size Unit Lot Acreage Building Area (sq ft)Landscape Area (sq
ft)
Special Landscape
Area (sq ft)
Population Description
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Research &
Development
808 1000sqft 18.5 808,000 65,634 0.00 — —
General Office
Building
4.00 1000sqft 0.09 4,000 325 0.00 — —
Enclosed Parking
with Elevator
552 1000sqft 12.7 551,631 0.00 0.00 — —
Parking Lot 52.0 Space 0.47 0.00 0.00 0.00 — —
High Turnover (Sit
Down Restaurant)
8.00 1000sqft 0.18 8,000 650 0.00 — —
Day-Care Center 4.05 1000sqft 0.09 4,050 328 — — —
1.3. User-Selected Emission Reduction Measures by Emissions Sector
Sector #Measure Title
Construction C-10-A Water Exposed Surfaces
Construction C-10-C Water Unpaved Construction Roads
Construction C-11 Limit Vehicle Speeds on Unpaved Roads
Construction C-12 Sweep Paved Roads
Area Sources AS-1 Use Low-VOC Cleaning Supplies
Area Sources LL-1 Replace Gas Powered Landscape Equipment with Zero-Emission
Landscape Equipment
Area Sources AS-2 Use Low-VOC Paints
2. Emissions Summary
2.1. Construction Emissions Compared Against Thresholds
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Un/Mit.TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
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——————————————————Daily,
Summer
(Max)
Unmit. 3.88 22.5 20.6 82.7 0.10 0.36 109 109 0.34 18.2 18.4 — 21,370 21,370 1.11 1.02 27.0 21,590
Mit. 3.88 22.5 20.6 82.7 0.10 0.36 61.4 61.5 0.34 13.5 13.6 — 21,370 21,370 1.11 1.02 27.0 21,590
%
Reduced
——————44%44%—26%26%———————
Daily,
Winter
(Max)
——————————————————
Unmit. 5.21 22.5 44.2 80.4 0.20 0.60 98.9 99.5 0.58 15.7 16.0 — 35,409 35,409 4.32 3.47 1.17 36,551
Mit. 5.21 22.5 44.2 80.4 0.20 0.60 51.2 51.3 0.58 11.8 11.9 — 35,409 35,409 4.32 3.47 1.17 36,551
%
Reduced
——————48%48%—25%26%———————
Average
Daily
(Max)
——————————————————
Unmit. 1.89 13.6 11.1 37.1 0.05 0.13 44.5 44.6 0.13 8.11 8.18 — 10,443 10,443 0.64 0.42 5.43 10,548
Mit. 1.89 13.6 11.1 37.1 0.05 0.13 28.7 28.8 0.13 6.53 6.61 — 10,443 10,443 0.64 0.42 5.43 10,548
%
Reduced
——————35%35%—19%19%———————
Annual
(Max)
——————————————————
Unmit. 0.34 2.48 2.03 6.77 0.01 0.02 8.12 8.14 0.02 1.48 1.49 — 1,729 1,729 0.11 0.07 0.90 1,746
Mit. 0.34 2.48 2.03 6.77 0.01 0.02 5.25 5.26 0.02 1.19 1.21 — 1,729 1,729 0.11 0.07 0.90 1,746
%
Reduced
——————35%35%—19%19%———————
2.2. Construction Emissions by Year, Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Year TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
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Daily -
Summer
(Max)
——————————————————
2029 3.33 20.6 20.6 65.9 0.10 0.36 98.4 98.8 0.34 15.7 16.0 — 19,518 19,518 1.11 1.02 27.0 19,826
2030 3.88 22.5 19.1 82.7 0.10 0.17 109 109 0.17 18.2 18.4 — 21,370 21,370 0.84 0.59 24.1 21,590
2031 0.95 2.20 3.27 20.1 0.02 0.04 14.0 14.1 0.04 3.46 3.50 — 6,873 6,873 0.66 0.16 5.54 6,942
Daily -
Winter
(Max)
——————————————————
2028 5.21 2.44 44.2 80.4 0.20 0.60 98.9 99.5 0.58 15.4 15.9 — 35,409 35,409 4.32 3.47 1.17 36,551
2029 3.34 20.6 20.4 56.7 0.09 0.36 98.4 98.8 0.34 15.7 16.0 — 18,376 18,376 1.13 1.03 0.70 18,710
2030 3.20 22.5 16.8 61.4 0.07 0.11 74.9 75.0 0.11 14.2 14.3 — 16,478 16,478 0.67 0.44 0.54 16,609
2031 0.95 2.20 3.43 19.4 0.02 0.04 14.0 14.1 0.04 3.46 3.50 — 6,710 6,710 0.67 0.17 0.14 6,777
Average
Daily
——————————————————
2028 0.47 0.22 3.97 7.22 0.02 0.05 8.25 8.30 0.05 1.30 1.35 — 3,550 3,550 0.50 0.33 1.76 3,664
2029 1.68 5.38 11.1 32.1 0.05 0.13 42.7 42.8 0.13 7.13 7.26 — 9,695 9,695 0.64 0.42 5.43 9,841
2030 1.89 13.6 8.59 37.1 0.04 0.07 44.5 44.6 0.07 8.11 8.18 — 10,443 10,443 0.56 0.29 5.24 10,548
2031 0.21 0.45 0.66 4.06 < 0.005 0.01 3.21 3.22 0.01 0.79 0.80 — 1,783 1,783 0.25 0.05 0.55 1,804
Annual——————————————————
2028 0.09 0.04 0.73 1.32 < 0.005 0.01 1.51 1.52 0.01 0.24 0.25 — 588 588 0.08 0.05 0.29 607
2029 0.31 0.98 2.03 5.86 0.01 0.02 7.79 7.82 0.02 1.30 1.32 — 1,605 1,605 0.11 0.07 0.90 1,629
2030 0.34 2.48 1.57 6.77 0.01 0.01 8.12 8.14 0.01 1.48 1.49 — 1,729 1,729 0.09 0.05 0.87 1,746
2031 0.04 0.08 0.12 0.74 < 0.005 < 0.005 0.59 0.59 < 0.005 0.14 0.15 — 295 295 0.04 0.01 0.09 299
2.3. Construction Emissions by Year, Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Year TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
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——————————————————Daily -
Summer
(Max)
2029 3.33 20.6 20.6 65.9 0.10 0.36 50.9 51.3 0.34 10.9 11.3 — 19,518 19,518 1.11 1.02 27.0 19,826
2030 3.88 22.5 19.1 82.7 0.10 0.17 61.4 61.5 0.17 13.5 13.6 — 21,370 21,370 0.84 0.59 24.1 21,590
2031 0.95 2.20 3.27 20.1 0.02 0.04 14.0 14.1 0.04 3.46 3.50 — 6,873 6,873 0.66 0.16 5.54 6,942
Daily -
Winter
(Max)
——————————————————
2028 5.21 2.44 44.2 80.4 0.20 0.60 47.7 48.3 0.58 10.1 10.7 — 35,409 35,409 4.32 3.47 1.17 36,551
2029 3.34 20.6 20.4 56.7 0.09 0.36 50.9 51.3 0.34 10.9 11.3 — 18,376 18,376 1.13 1.03 0.70 18,710
2030 3.20 22.5 16.8 61.4 0.07 0.11 51.2 51.3 0.11 11.8 11.9 — 16,478 16,478 0.67 0.44 0.54 16,609
2031 0.95 2.20 3.43 19.4 0.02 0.04 14.0 14.1 0.04 3.46 3.50 — 6,710 6,710 0.67 0.17 0.14 6,777
Average
Daily
——————————————————
2028 0.47 0.22 3.97 7.22 0.02 0.05 4.09 4.14 0.05 0.88 0.93 — 3,550 3,550 0.50 0.33 1.76 3,664
2029 1.68 5.38 11.1 32.1 0.05 0.13 24.0 24.1 0.13 5.26 5.39 — 9,695 9,695 0.64 0.42 5.43 9,841
2030 1.89 13.6 8.59 37.1 0.04 0.07 28.7 28.8 0.07 6.53 6.61 — 10,443 10,443 0.56 0.29 5.24 10,548
2031 0.21 0.45 0.66 4.06 < 0.005 0.01 3.21 3.22 0.01 0.79 0.80 — 1,783 1,783 0.25 0.05 0.55 1,804
Annual——————————————————
2028 0.09 0.04 0.73 1.32 < 0.005 0.01 0.75 0.76 0.01 0.16 0.17 — 588 588 0.08 0.05 0.29 607
2029 0.31 0.98 2.03 5.86 0.01 0.02 4.37 4.40 0.02 0.96 0.98 — 1,605 1,605 0.11 0.07 0.90 1,629
2030 0.34 2.48 1.57 6.77 0.01 0.01 5.25 5.26 0.01 1.19 1.21 — 1,729 1,729 0.09 0.05 0.87 1,746
2031 0.04 0.08 0.12 0.74 < 0.005 < 0.005 0.59 0.59 < 0.005 0.14 0.15 — 295 295 0.04 0.01 0.09 299
2.4. Operations Emissions Compared Against Thresholds
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Un/Mit.TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
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——————————————————Daily,
Summer
(Max)
Unmit. 31.8 49.0 28.5 225 0.50 1.25 50.2 51.5 1.23 12.7 14.0 361 52,644 53,005 37.6 1.42 103 54,469
Mit. 21.2 36.5 28.0 166 0.50 1.14 50.2 51.4 1.15 12.7 13.9 361 52,398 52,759 37.6 1.42 103 54,223
%
Reduced
33% 25% 2% 27% 1% 9% — < 0.5% 7% — 1% — < 0.5% < 0.5% < 0.5% < 0.5% — < 0.5%
Daily,
Winter
(Max)
——————————————————
Unmit. 21.0 39.0 29.7 155 0.47 1.14 50.2 51.4 1.15 12.7 13.9 361 50,232 50,593 37.6 1.55 35.0 52,031
Mit. 21.0 36.3 29.7 155 0.47 1.14 50.2 51.4 1.15 12.7 13.9 361 50,232 50,593 37.6 1.55 35.0 52,031
%
Reduced
—7%————————————————
Average
Daily
(Max)
——————————————————
Unmit. 20.9 39.0 23.0 140 0.34 0.96 35.0 36.0 0.96 8.87 9.83 361 36,402 36,763 37.2 1.08 54.7 38,070
Mit. 15.7 31.5 22.7 111 0.34 0.91 35.0 35.9 0.92 8.87 9.79 361 36,280 36,642 37.2 1.08 54.7 37,948
%
Reduced
25% 19% 1% 21% 1% 5% — < 0.5% 4% — < 0.5% — < 0.5% < 0.5% < 0.5% < 0.5% — < 0.5%
Annual
(Max)
——————————————————
Unmit. 3.82 7.12 4.20 25.6 0.06 0.18 6.39 6.56 0.18 1.62 1.79 59.8 6,027 6,087 6.16 0.18 9.05 6,303
Mit. 2.86 5.76 4.15 20.2 0.06 0.17 6.39 6.55 0.17 1.62 1.79 59.8 6,007 6,066 6.16 0.18 9.05 6,283
%
Reduced
25% 19% 1% 21% 1% 5% — < 0.5% 4% — < 0.5% — < 0.5% < 0.5% < 0.5% < 0.5% — < 0.5%
2.5. Operations Emissions by Sector, Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Sector TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
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Daily,
Summer
(Max)
——————————————————
Mobile 13.9 12.5 9.58 149 0.48 0.20 50.3 50.5 0.18 12.7 12.9 — 49,189 49,189 1.30 1.37 69.7 49,698
Area 10.7 29.9 0.50 59.8 < 0.005 0.11 — 0.11 0.08 — 0.08 — 246 246 0.01 < 0.005 — 247
Energy 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
Water — — — — — — — — — — — 8.82 0.00 8.82 0.90 0.02 — 37.8
Waste — — — — — — — — — — — 352 0.00 352 35.2 0.00 — 1,233
Refrig.————————————————33.233.2
Stationar
y
7.25 6.60 18.5 16.8 0.03 0.97 0.00 0.97 0.97 0.00 0.97 0.00 3,377 3,377 0.14 0.03 0.00 3,389
Vegetatio
n
— -0.02 -0.07 — -0.02 -0.03 -0.03 -0.06 -0.01 -0.01 -0.02 — -168 -168 — — — -168
Total 31.8 49.0 28.5 225 0.50 1.25 50.2 51.5 1.23 12.7 14.0 361 52,644 53,005 37.6 1.42 103 54,469
Daily,
Winter
(Max)
——————————————————
Mobile 13.7 12.3 11.3 138 0.46 0.20 50.3 50.5 0.18 12.7 12.9 — 47,023 47,023 1.38 1.50 1.81 47,507
Area—20.1————————————————
Energy 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
Water — — — — — — — — — — — 8.82 0.00 8.82 0.90 0.02 — 37.8
Waste — — — — — — — — — — — 352 0.00 352 35.2 0.00 — 1,233
Refrig.————————————————33.233.2
Stationar
y
7.25 6.60 18.5 16.8 0.03 0.97 0.00 0.97 0.97 0.00 0.97 0.00 3,377 3,377 0.14 0.03 0.00 3,389
Vegetatio
n
— -0.02 -0.07 — -0.02 -0.03 -0.03 -0.06 -0.01 -0.01 -0.02 — -168 -168 — — — -168
Total 21.0 39.0 29.7 155 0.47 1.14 50.2 51.4 1.15 12.7 13.9 361 50,232 50,593 37.6 1.55 35.0 52,031
Average
Daily
——————————————————
Mobile 9.70 8.66 7.64 96.8 0.33 0.14 35.0 35.2 0.13 8.88 9.01 — 33,673 33,673 0.96 1.04 21.5 34,028
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Area 5.25 25.0 0.25 29.5 < 0.005 0.05 — 0.05 0.04 — 0.04 — 121 121 0.01 < 0.005 — 122
Energy 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
Water — — — — — — — — — — — 8.82 0.00 8.82 0.90 0.02 — 37.8
Waste — — — — — — — — — — — 352 0.00 352 35.2 0.00 — 1,233
Refrig.————————————————33.233.2
Stationar
y
5.96 5.43 15.2 13.8 0.03 0.80 0.00 0.80 0.80 0.00 0.80 0.00 2,776 2,776 0.11 0.02 0.00 2,785
Vegetatio
n
— -0.02 -0.07 — -0.02 -0.03 -0.03 -0.06 -0.01 -0.01 -0.02 — -168 -168 — — — -168
Total 20.9 39.0 23.0 140 0.34 0.96 35.0 36.0 0.96 8.87 9.83 361 36,402 36,763 37.2 1.08 54.7 38,070
Annual——————————————————
Mobile 1.77 1.58 1.39 17.7 0.06 0.03 6.39 6.42 0.02 1.62 1.64 — 5,575 5,575 0.16 0.17 3.56 5,634
Area 0.96 4.56 0.05 5.38 < 0.005 0.01 — 0.01 0.01 — 0.01 — 20.1 20.1 < 0.005 < 0.005 — 20.2
Energy 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
Water — — — — — — — — — — — 1.46 0.00 1.46 0.15 < 0.005 — 6.27
Waste———————————58.30.0058.35.830.00—204
Refrig.————————————————5.495.49
Stationar
y
1.09 0.99 2.77 2.53 < 0.005 0.15 0.00 0.15 0.15 0.00 0.15 0.00 460 460 0.02 < 0.005 0.00 461
Vegetatio
n
— > -0.005 -0.01 — > -0.005 -0.01 -0.01 -0.01 > -0.005 > -0.005 > -0.005 — -27.9 -27.9 — — — -27.9
Total 3.82 7.12 4.20 25.6 0.06 0.18 6.39 6.56 0.18 1.62 1.79 59.8 6,027 6,087 6.16 0.18 9.05 6,303
2.6. Operations Emissions by Sector, Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Sector TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
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Mobile 13.9 12.5 9.58 149 0.48 0.20 50.3 50.5 0.18 12.7 12.9 — 49,189 49,189 1.30 1.37 69.7 49,698
Area—17.5————————————————
Energy 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
Water — — — — — — — — — — — 8.82 0.00 8.82 0.90 0.02 — 37.8
Waste — — — — — — — — — — — 352 0.00 352 35.2 0.00 — 1,233
Refrig.————————————————33.233.2
Stationar
y
7.25 6.60 18.5 16.8 0.03 0.97 0.00 0.97 0.97 0.00 0.97 0.00 3,377 3,377 0.14 0.03 0.00 3,389
Vegetatio
n
— -0.02 -0.07 — -0.02 -0.03 -0.03 -0.06 -0.01 -0.01 -0.02 — -168 -168 — — — -168
Total 21.2 36.5 28.0 166 0.50 1.14 50.2 51.4 1.15 12.7 13.9 361 52,398 52,759 37.6 1.42 103 54,223
Daily,
Winter
(Max)
——————————————————
Mobile 13.7 12.3 11.3 138 0.46 0.20 50.3 50.5 0.18 12.7 12.9 — 47,023 47,023 1.38 1.50 1.81 47,507
Area—17.5————————————————
Energy 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
Water — — — — — — — — — — — 8.82 0.00 8.82 0.90 0.02 — 37.8
Waste — — — — — — — — — — — 352 0.00 352 35.2 0.00 — 1,233
Refrig.————————————————33.233.2
Stationar
y
7.25 6.60 18.5 16.8 0.03 0.97 0.00 0.97 0.97 0.00 0.97 0.00 3,377 3,377 0.14 0.03 0.00 3,389
Vegetatio
n
— -0.02 -0.07 — -0.02 -0.03 -0.03 -0.06 -0.01 -0.01 -0.02 — -168 -168 — — — -168
Total 21.0 36.3 29.7 155 0.47 1.14 50.2 51.4 1.15 12.7 13.9 361 50,232 50,593 37.6 1.55 35.0 52,031
Average
Daily
——————————————————
Mobile 9.70 8.66 7.64 96.8 0.33 0.14 35.0 35.2 0.13 8.88 9.01 — 33,673 33,673 0.96 1.04 21.5 34,028
Area—17.5————————————————
Energy 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
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Water — — — — — — — — — — — 8.82 0.00 8.82 0.90 0.02 — 37.8
Waste — — — — — — — — — — — 352 0.00 352 35.2 0.00 — 1,233
Refrig.————————————————33.233.2
Stationar
y
5.96 5.43 15.2 13.8 0.03 0.80 0.00 0.80 0.80 0.00 0.80 0.00 2,776 2,776 0.11 0.02 0.00 2,785
Vegetatio
n
— -0.02 -0.07 — -0.02 -0.03 -0.03 -0.06 -0.01 -0.01 -0.02 — -168 -168 — — — -168
Total 15.7 31.5 22.7 111 0.34 0.91 35.0 35.9 0.92 8.87 9.79 361 36,280 36,642 37.2 1.08 54.7 37,948
Annual——————————————————
Mobile 1.77 1.58 1.39 17.7 0.06 0.03 6.39 6.42 0.02 1.62 1.64 — 5,575 5,575 0.16 0.17 3.56 5,634
Area—3.19————————————————
Energy 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
Water — — — — — — — — — — — 1.46 0.00 1.46 0.15 < 0.005 — 6.27
Waste———————————58.30.0058.35.830.00—204
Refrig.————————————————5.495.49
Stationar
y
1.09 0.99 2.77 2.53 < 0.005 0.15 0.00 0.15 0.15 0.00 0.15 0.00 460 460 0.02 < 0.005 0.00 461
Vegetatio
n
— > -0.005 -0.01 — > -0.005 -0.01 -0.01 -0.01 > -0.005 > -0.005 > -0.005 — -27.9 -27.9 — — — -27.9
Total 2.86 5.76 4.15 20.2 0.06 0.17 6.39 6.55 0.17 1.62 1.79 59.8 6,007 6,066 6.16 0.18 9.05 6,283
3. Construction Emissions Details
3.1. Rough Grading/Site Demo (2028) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
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——————————————————Daily,
Summer
(Max)
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.53 0.53 4.95 28.8 0.05 0.10 — 0.10 0.10 — 0.10 — 5,238 5,238 0.21 0.04 — 5,256
Dust
From
Material
Movement
——————5.035.03—0.670.67———————
Onsite
truck
0.01 < 0.005 0.12 0.09 < 0.005 < 0.005 29.4 29.4 < 0.005 2.94 2.94 — 74.4 74.4 0.01 0.01 < 0.005 78.3
Average
Daily
——————————————————
Off-Road
Equipment
0.05 0.05 0.46 2.68 < 0.005 0.01 — 0.01 0.01 — 0.01 — 488 488 0.02 < 0.005 — 490
Dust
From
Material
Movement
——————0.470.47—0.060.06———————
Onsite
truck
< 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 2.46 2.46 < 0.005 0.25 0.25 — 6.93 6.93 < 0.005 < 0.005 0.01 7.30
Annual——————————————————
Off-Road
Equipment
0.01 0.01 0.08 0.49 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 80.8 80.8 < 0.005 < 0.005 — 81.1
Dust
From
Material
Movement
——————0.090.09—0.010.01———————
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.45 0.45 < 0.005 0.04 0.04 — 1.15 1.15 < 0.005 < 0.005 < 0.005 1.21
Offsite — — — — — — — — — — — — — — — — — —
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——————————————————Daily,
Summer
(Max)
Daily,
Winter
(Max)
——————————————————
Worker 0.05 0.05 0.05 0.59 0.00 0.00 0.85 0.85 0.00 0.21 0.21 — 184 184 < 0.005 < 0.005 0.01 184
Vendor 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 0.00
Hauling 2.80 0.43 25.7 18.4 0.11 0.21 14.8 15.0 0.21 3.80 4.01 — 17,187 17,187 2.37 2.77 0.78 18,072
Average
Daily
——————————————————
Worker < 0.005 < 0.005 < 0.005 0.05 0.00 0.00 0.08 0.08 0.00 0.02 0.02 — 17.2 17.2 < 0.005 < 0.005 0.02 17.2
Vendor 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 0.00
Hauling 0.26 0.04 2.36 1.72 0.01 0.02 1.34 1.36 0.02 0.35 0.36 — 1,601 1,601 0.22 0.26 1.20 1,685
Annual——————————————————
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 2.84 2.84 < 0.005 < 0.005 < 0.005 2.86
Vendor 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 0.00
Hauling 0.05 0.01 0.43 0.31 < 0.005 < 0.005 0.25 0.25 < 0.005 0.06 0.07 — 265 265 0.04 0.04 0.20 279
3.2. Rough Grading/Site Demo (2028) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.53 0.53 4.95 28.8 0.05 0.10 — 0.10 0.10 — 0.10 — 5,238 5,238 0.21 0.04 — 5,256
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Dust
From
Material
Movement
——————1.311.31—0.170.17———————
Onsite
truck
0.01 < 0.005 0.12 0.09 < 0.005 < 0.005 5.70 5.70 < 0.005 0.57 0.57 — 74.4 74.4 0.01 0.01 < 0.005 78.3
Average
Daily
——————————————————
Off-Road
Equipment
0.05 0.05 0.46 2.68 < 0.005 0.01 — 0.01 0.01 — 0.01 — 488 488 0.02 < 0.005 — 490
Dust
From
Material
Movement
——————0.120.12—0.020.02———————
Onsite
truck
< 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 0.48 0.48 < 0.005 0.05 0.05 — 6.93 6.93 < 0.005 < 0.005 0.01 7.30
Annual——————————————————
Off-Road
Equipment
0.01 0.01 0.08 0.49 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 80.8 80.8 < 0.005 < 0.005 — 81.1
Dust
From
Material
Movement
——————0.020.02—<0.005<0.005———————
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.09 0.09 < 0.005 0.01 0.01 — 1.15 1.15 < 0.005 < 0.005 < 0.005 1.21
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Daily,
Winter
(Max)
——————————————————
Worker 0.05 0.05 0.05 0.59 0.00 0.00 0.85 0.85 0.00 0.21 0.21 — 184 184 < 0.005 < 0.005 0.01 184
Vendor 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 0.00
Hauling 2.80 0.43 25.7 18.4 0.11 0.21 14.8 15.0 0.21 3.80 4.01 — 17,187 17,187 2.37 2.77 0.78 18,072
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Average
Daily
——————————————————
Worker < 0.005 < 0.005 < 0.005 0.05 0.00 0.00 0.08 0.08 0.00 0.02 0.02 — 17.2 17.2 < 0.005 < 0.005 0.02 17.2
Vendor 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 0.00
Hauling 0.26 0.04 2.36 1.72 0.01 0.02 1.34 1.36 0.02 0.35 0.36 — 1,601 1,601 0.22 0.26 1.20 1,685
Annual——————————————————
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 2.84 2.84 < 0.005 < 0.005 < 0.005 2.86
Vendor 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 0.00
Hauling 0.05 0.01 0.43 0.31 < 0.005 < 0.005 0.25 0.25 < 0.005 0.06 0.07 — 265 265 0.04 0.04 0.20 279
3.3. Deep Foundations (2028) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.35 0.35 8.30 18.0 0.03 0.27 — 0.27 0.25 — 0.25 — 2,555 2,555 0.10 0.02 — 2,564
Onsite
truck
0.01 < 0.005 0.12 0.09 < 0.005 < 0.005 29.4 29.4 < 0.005 2.94 2.94 — 74.4 74.4 0.01 0.01 < 0.005 78.3
Average
Daily
——————————————————
Off-Road
Equipment
0.03 0.03 0.72 1.55 < 0.005 0.02 — 0.02 0.02 — 0.02 — 220 220 0.01 < 0.005 — 221
Onsite
truck
< 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 2.27 2.27 < 0.005 0.23 0.23 — 6.41 6.41 < 0.005 < 0.005 < 0.005 6.74
Annual——————————————————
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Off-Road
Equipment
0.01 0.01 0.13 0.28 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 36.4 36.4 < 0.005 < 0.005 — 36.5
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.41 0.41 < 0.005 0.04 0.04 — 1.06 1.06 < 0.005 < 0.005 < 0.005 1.12
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Daily,
Winter
(Max)
——————————————————
Worker 1.03 1.00 0.91 11.7 0.00 0.00 16.9 16.9 0.00 4.16 4.16 — 3,651 3,651 0.07 0.03 0.24 3,663
Vendor 0.12 0.03 1.30 0.84 0.01 0.01 0.93 0.93 0.01 0.24 0.24 — 968 968 0.09 0.14 0.05 1,012
Hauling 0.30 0.05 2.73 1.95 0.01 0.02 1.57 1.59 0.02 0.40 0.42 — 1,821 1,821 0.25 0.29 0.08 1,914
Average
Daily
——————————————————
Worker 0.09 0.08 0.07 0.97 0.00 0.00 1.42 1.42 0.00 0.35 0.35 — 315 315 0.01 < 0.005 0.34 317
Vendor 0.01 < 0.005 0.11 0.07 < 0.005 < 0.005 0.08 0.08 < 0.005 0.02 0.02 — 83.4 83.4 0.01 0.01 0.07 87.2
Hauling 0.03 < 0.005 0.23 0.17 < 0.005 < 0.005 0.13 0.13 < 0.005 0.03 0.04 — 157 157 0.02 0.03 0.12 165
Annual——————————————————
Worker 0.02 0.02 0.01 0.18 0.00 0.00 0.26 0.26 0.00 0.06 0.06 — 52.2 52.2 < 0.005 < 0.005 0.06 52.4
Vendor < 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 13.8 13.8 < 0.005 < 0.005 0.01 14.4
Hauling < 0.005 < 0.005 0.04 0.03 < 0.005 < 0.005 0.02 0.02 < 0.005 0.01 0.01 — 26.0 26.0 < 0.005 < 0.005 0.02 27.3
3.4. Deep Foundations (2028) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
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——————————————————Daily,
Summer
(Max)
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.35 0.35 8.30 18.0 0.03 0.27 — 0.27 0.25 — 0.25 — 2,555 2,555 0.10 0.02 — 2,564
Onsite
truck
0.01 < 0.005 0.12 0.09 < 0.005 < 0.005 5.70 5.70 < 0.005 0.57 0.57 — 74.4 74.4 0.01 0.01 < 0.005 78.3
Average
Daily
——————————————————
Off-Road
Equipment
0.03 0.03 0.72 1.55 < 0.005 0.02 — 0.02 0.02 — 0.02 — 220 220 0.01 < 0.005 — 221
Onsite
truck
< 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 0.44 0.44 < 0.005 0.04 0.04 — 6.41 6.41 < 0.005 < 0.005 < 0.005 6.74
Annual——————————————————
Off-Road
Equipment
0.01 0.01 0.13 0.28 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 36.4 36.4 < 0.005 < 0.005 — 36.5
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.08 0.08 < 0.005 0.01 0.01 — 1.06 1.06 < 0.005 < 0.005 < 0.005 1.12
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Daily,
Winter
(Max)
——————————————————
Worker 1.03 1.00 0.91 11.7 0.00 0.00 16.9 16.9 0.00 4.16 4.16 — 3,651 3,651 0.07 0.03 0.24 3,663
Vendor 0.12 0.03 1.30 0.84 0.01 0.01 0.93 0.93 0.01 0.24 0.24 — 968 968 0.09 0.14 0.05 1,012
Hauling 0.30 0.05 2.73 1.95 0.01 0.02 1.57 1.59 0.02 0.40 0.42 — 1,821 1,821 0.25 0.29 0.08 1,914
Average
Daily
——————————————————
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Worker 0.09 0.08 0.07 0.97 0.00 0.00 1.42 1.42 0.00 0.35 0.35 — 315 315 0.01 < 0.005 0.34 317
Vendor 0.01 < 0.005 0.11 0.07 < 0.005 < 0.005 0.08 0.08 < 0.005 0.02 0.02 — 83.4 83.4 0.01 0.01 0.07 87.2
Hauling 0.03 < 0.005 0.23 0.17 < 0.005 < 0.005 0.13 0.13 < 0.005 0.03 0.04 — 157 157 0.02 0.03 0.12 165
Annual——————————————————
Worker 0.02 0.02 0.01 0.18 0.00 0.00 0.26 0.26 0.00 0.06 0.06 — 52.2 52.2 < 0.005 < 0.005 0.06 52.4
Vendor < 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 13.8 13.8 < 0.005 < 0.005 0.01 14.4
Hauling < 0.005 < 0.005 0.04 0.03 < 0.005 < 0.005 0.02 0.02 < 0.005 0.01 0.01 — 26.0 26.0 < 0.005 < 0.005 0.02 27.3
3.5. Deep Foundations (2029) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.35 0.35 8.30 18.0 0.03 0.27 — 0.27 0.25 — 0.25 — 2,554 2,554 0.10 0.02 — 2,563
Onsite
truck
0.01 < 0.005 0.11 0.09 < 0.005 < 0.005 29.4 29.4 < 0.005 2.94 2.94 — 72.2 72.2 0.01 0.01 0.12 76.1
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.35 0.35 8.30 18.0 0.03 0.27 — 0.27 0.25 — 0.25 — 2,554 2,554 0.10 0.02 — 2,563
Onsite
truck
0.01 < 0.005 0.12 0.09 < 0.005 < 0.005 29.4 29.4 < 0.005 2.94 2.94 — 72.2 72.2 0.01 0.01 < 0.005 75.9
Average
Daily
——————————————————
Off-Road
Equipment
0.09 0.09 2.23 4.84 0.01 0.07 — 0.07 0.07 — 0.07 — 685 685 0.03 0.01 — 687
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20.40.01<0.005<0.00519.419.4—0.710.71<0.0057.087.08<0.005< 0.0050.020.03<0.005<0.005Onsite
truck
Annual——————————————————
Off-Road
Equipment
0.02 0.02 0.41 0.88 < 0.005 0.01 — 0.01 0.01 — 0.01 — 113 113 < 0.005 < 0.005 — 114
Onsite
truck
< 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 1.29 1.29 < 0.005 0.13 0.13 — 3.21 3.21 < 0.005 < 0.005 < 0.005 3.37
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.97 0.95 0.60 11.9 0.00 0.00 16.9 16.9 0.00 4.16 4.16 — 3,801 3,801 0.05 0.03 8.00 3,820
Vendor 0.12 0.03 1.17 0.80 0.01 0.01 0.93 0.93 0.01 0.24 0.24 — 940 940 0.08 0.13 1.75 983
Hauling 0.29 0.04 2.47 1.89 0.01 0.02 1.57 1.59 0.02 0.40 0.42 — 1,766 1,766 0.24 0.28 2.92 1,859
Daily,
Winter
(Max)
——————————————————
Worker 0.98 0.95 0.78 11.0 0.00 0.00 16.9 16.9 0.00 4.16 4.16 — 3,593 3,593 0.07 0.03 0.21 3,605
Vendor 0.12 0.03 1.23 0.81 0.01 0.01 0.93 0.93 0.01 0.24 0.24 — 940 940 0.08 0.13 0.05 982
Hauling 0.27 0.03 2.59 1.90 0.01 0.02 1.57 1.59 0.02 0.40 0.42 — 1,766 1,766 0.24 0.28 0.08 1,856
Average
Daily
——————————————————
Worker 0.26 0.25 0.20 2.86 0.00 0.00 4.42 4.42 0.00 1.09 1.09 — 966 966 0.02 0.01 0.93 970
Vendor 0.03 0.01 0.32 0.22 < 0.005 < 0.005 0.24 0.24 < 0.005 0.06 0.06 — 252 252 0.02 0.04 0.20 263
Hauling 0.07 0.01 0.68 0.51 < 0.005 0.01 0.41 0.42 0.01 0.11 0.11 — 474 474 0.06 0.08 0.34 498
Annual——————————————————
Worker 0.05 0.05 0.04 0.52 0.00 0.00 0.81 0.81 0.00 0.20 0.20 — 160 160 < 0.005 < 0.005 0.15 161
Vendor 0.01 < 0.005 0.06 0.04 < 0.005 < 0.005 0.04 0.04 < 0.005 0.01 0.01 — 41.7 41.7 < 0.005 0.01 0.03 43.6
Hauling 0.01 < 0.005 0.12 0.09 < 0.005 < 0.005 0.07 0.08 < 0.005 0.02 0.02 — 78.4 78.4 0.01 0.01 0.06 82.5
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3.6. Deep Foundations (2029) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.35 0.35 8.30 18.0 0.03 0.27 — 0.27 0.25 — 0.25 — 2,554 2,554 0.10 0.02 — 2,563
Onsite
truck
0.01 < 0.005 0.11 0.09 < 0.005 < 0.005 5.70 5.70 < 0.005 0.57 0.57 — 72.2 72.2 0.01 0.01 0.12 76.1
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.35 0.35 8.30 18.0 0.03 0.27 — 0.27 0.25 — 0.25 — 2,554 2,554 0.10 0.02 — 2,563
Onsite
truck
0.01 < 0.005 0.12 0.09 < 0.005 < 0.005 5.70 5.70 < 0.005 0.57 0.57 — 72.2 72.2 0.01 0.01 < 0.005 75.9
Average
Daily
——————————————————
Off-Road
Equipment
0.09 0.09 2.23 4.84 0.01 0.07 — 0.07 0.07 — 0.07 — 685 685 0.03 0.01 — 687
Onsite
truck
< 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 1.37 1.37 < 0.005 0.14 0.14 — 19.4 19.4 < 0.005 < 0.005 0.01 20.4
Annual——————————————————
Off-Road
Equipment
0.02 0.02 0.41 0.88 < 0.005 0.01 — 0.01 0.01 — 0.01 — 113 113 < 0.005 < 0.005 — 114
Onsite
truck
< 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 0.25 0.25 < 0.005 0.03 0.03 — 3.21 3.21 < 0.005 < 0.005 < 0.005 3.37
Offsite — — — — — — — — — — — — — — — — — —
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——————————————————Daily,
Summer
(Max)
Worker 0.97 0.95 0.60 11.9 0.00 0.00 16.9 16.9 0.00 4.16 4.16 — 3,801 3,801 0.05 0.03 8.00 3,820
Vendor 0.12 0.03 1.17 0.80 0.01 0.01 0.93 0.93 0.01 0.24 0.24 — 940 940 0.08 0.13 1.75 983
Hauling 0.29 0.04 2.47 1.89 0.01 0.02 1.57 1.59 0.02 0.40 0.42 — 1,766 1,766 0.24 0.28 2.92 1,859
Daily,
Winter
(Max)
——————————————————
Worker 0.98 0.95 0.78 11.0 0.00 0.00 16.9 16.9 0.00 4.16 4.16 — 3,593 3,593 0.07 0.03 0.21 3,605
Vendor 0.12 0.03 1.23 0.81 0.01 0.01 0.93 0.93 0.01 0.24 0.24 — 940 940 0.08 0.13 0.05 982
Hauling 0.27 0.03 2.59 1.90 0.01 0.02 1.57 1.59 0.02 0.40 0.42 — 1,766 1,766 0.24 0.28 0.08 1,856
Average
Daily
——————————————————
Worker 0.26 0.25 0.20 2.86 0.00 0.00 4.42 4.42 0.00 1.09 1.09 — 966 966 0.02 0.01 0.93 970
Vendor 0.03 0.01 0.32 0.22 < 0.005 < 0.005 0.24 0.24 < 0.005 0.06 0.06 — 252 252 0.02 0.04 0.20 263
Hauling 0.07 0.01 0.68 0.51 < 0.005 0.01 0.41 0.42 0.01 0.11 0.11 — 474 474 0.06 0.08 0.34 498
Annual——————————————————
Worker 0.05 0.05 0.04 0.52 0.00 0.00 0.81 0.81 0.00 0.20 0.20 — 160 160 < 0.005 < 0.005 0.15 161
Vendor 0.01 < 0.005 0.06 0.04 < 0.005 < 0.005 0.04 0.04 < 0.005 0.01 0.01 — 41.7 41.7 < 0.005 0.01 0.03 43.6
Hauling 0.01 < 0.005 0.12 0.09 < 0.005 < 0.005 0.07 0.08 < 0.005 0.02 0.02 — 78.4 78.4 0.01 0.01 0.06 82.5
3.7. Foundations (2029) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
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1,932—0.020.081,9251,925—0.04—0.040.04—0.040.0211.02.280.200.20Off-Road
Equipment
Onsite
truck
0.01 < 0.005 0.11 0.09 < 0.005 < 0.005 29.4 29.4 < 0.005 2.94 2.94 — 72.2 72.2 0.01 0.01 0.12 76.1
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.20 0.20 2.28 11.0 0.02 0.04 — 0.04 0.04 — 0.04 — 1,925 1,925 0.08 0.02 — 1,932
Onsite
truck
0.01 < 0.005 0.12 0.09 < 0.005 < 0.005 29.4 29.4 < 0.005 2.94 2.94 — 72.2 72.2 0.01 0.01 < 0.005 75.9
Average
Daily
——————————————————
Off-Road
Equipment
0.05 0.05 0.52 2.50 < 0.005 0.01 — 0.01 0.01 — 0.01 — 438 438 0.02 < 0.005 — 439
Onsite
truck
< 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 6.00 6.00 < 0.005 0.60 0.60 — 16.4 16.4 < 0.005 < 0.005 0.01 17.3
Annual——————————————————
Off-Road
Equipment
0.01 0.01 0.09 0.46 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 72.5 72.5 < 0.005 < 0.005 — 72.7
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 1.10 1.10 < 0.005 0.11 0.11 — 2.72 2.72 < 0.005 < 0.005 < 0.005 2.86
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.97 0.95 0.60 11.9 0.00 0.00 16.9 16.9 0.00 4.16 4.16 — 3,801 3,801 0.05 0.03 8.00 3,820
Vendor 0.40 0.09 4.06 2.77 0.02 0.02 3.22 3.24 0.02 0.82 0.84 — 3,263 3,263 0.28 0.46 6.09 3,413
Hauling 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 0.00
Daily,
Winter
(Max)
——————————————————
Worker 0.98 0.95 0.78 11.0 0.00 0.00 16.9 16.9 0.00 4.16 4.16 — 3,593 3,593 0.07 0.03 0.21 3,605
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Vendor 0.40 0.09 4.26 2.83 0.02 0.02 3.22 3.24 0.02 0.82 0.84 — 3,264 3,264 0.28 0.46 0.16 3,408
Hauling 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 0.00
Average
Daily
——————————————————
Worker 0.22 0.21 0.17 2.42 0.00 0.00 3.75 3.75 0.00 0.92 0.92 — 820 820 0.01 0.01 0.79 823
Vendor 0.09 0.02 0.95 0.64 0.01 0.01 0.71 0.72 0.01 0.18 0.19 — 742 742 0.06 0.10 0.60 775
Hauling 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 0.00
Annual——————————————————
Worker 0.04 0.04 0.03 0.44 0.00 0.00 0.68 0.68 0.00 0.17 0.17 — 136 136 < 0.005 < 0.005 0.13 136
Vendor 0.02 < 0.005 0.17 0.12 < 0.005 < 0.005 0.13 0.13 < 0.005 0.03 0.03 — 123 123 0.01 0.02 0.10 128
Hauling 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 0.00
3.8. Foundations (2029) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.20 0.20 2.28 11.0 0.02 0.04 — 0.04 0.04 — 0.04 — 1,925 1,925 0.08 0.02 — 1,932
Onsite
truck
0.01 < 0.005 0.11 0.09 < 0.005 < 0.005 5.70 5.70 < 0.005 0.57 0.57 — 72.2 72.2 0.01 0.01 0.12 76.1
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.20 0.20 2.28 11.0 0.02 0.04 — 0.04 0.04 — 0.04 — 1,925 1,925 0.08 0.02 — 1,932
Onsite
truck
0.01 < 0.005 0.12 0.09 < 0.005 < 0.005 5.70 5.70 < 0.005 0.57 0.57 — 72.2 72.2 0.01 0.01 < 0.005 75.9
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Average
Daily
——————————————————
Off-Road
Equipment
0.05 0.05 0.52 2.50 < 0.005 0.01 — 0.01 0.01 — 0.01 — 438 438 0.02 < 0.005 — 439
Onsite
truck
< 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 1.16 1.16 < 0.005 0.12 0.12 — 16.4 16.4 < 0.005 < 0.005 0.01 17.3
Annual——————————————————
Off-Road
Equipment
0.01 0.01 0.09 0.46 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 72.5 72.5 < 0.005 < 0.005 — 72.7
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.21 0.21 < 0.005 0.02 0.02 — 2.72 2.72 < 0.005 < 0.005 < 0.005 2.86
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.97 0.95 0.60 11.9 0.00 0.00 16.9 16.9 0.00 4.16 4.16 — 3,801 3,801 0.05 0.03 8.00 3,820
Vendor 0.40 0.09 4.06 2.77 0.02 0.02 3.22 3.24 0.02 0.82 0.84 — 3,263 3,263 0.28 0.46 6.09 3,413
Hauling 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 0.00
Daily,
Winter
(Max)
——————————————————
Worker 0.98 0.95 0.78 11.0 0.00 0.00 16.9 16.9 0.00 4.16 4.16 — 3,593 3,593 0.07 0.03 0.21 3,605
Vendor 0.40 0.09 4.26 2.83 0.02 0.02 3.22 3.24 0.02 0.82 0.84 — 3,264 3,264 0.28 0.46 0.16 3,408
Hauling 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 0.00
Average
Daily
——————————————————
Worker 0.22 0.21 0.17 2.42 0.00 0.00 3.75 3.75 0.00 0.92 0.92 — 820 820 0.01 0.01 0.79 823
Vendor 0.09 0.02 0.95 0.64 0.01 0.01 0.71 0.72 0.01 0.18 0.19 — 742 742 0.06 0.10 0.60 775
Hauling 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 0.00
Annual——————————————————
Worker 0.04 0.04 0.03 0.44 0.00 0.00 0.68 0.68 0.00 0.17 0.17 — 136 136 < 0.005 < 0.005 0.13 136
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Vendor 0.02 < 0.005 0.17 0.12 < 0.005 < 0.005 0.13 0.13 < 0.005 0.03 0.03 — 123 123 0.01 0.02 0.10 128
Hauling 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 0.00
3.9. Superstructure (2029) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.54 0.54 10.7 26.6 0.05 0.08 — 0.08 0.08 — 0.08 — 4,328 4,328 0.18 0.04 — 4,343
Onsite
truck
0.01 < 0.005 0.11 0.09 < 0.005 < 0.005 29.4 29.4 < 0.005 2.94 2.94 — 72.2 72.2 0.01 0.01 0.12 76.1
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.54 0.54 10.7 26.6 0.05 0.08 — 0.08 0.08 — 0.08 — 4,328 4,328 0.18 0.04 — 4,343
Onsite
truck
0.01 < 0.005 0.12 0.09 < 0.005 < 0.005 29.4 29.4 < 0.005 2.94 2.94 — 72.2 72.2 0.01 0.01 < 0.005 75.9
Average
Daily
——————————————————
Off-Road
Equipment
0.21 0.21 4.12 10.3 0.02 0.03 — 0.03 0.03 — 0.03 — 1,668 1,668 0.07 0.01 — 1,674
Onsite
truck
< 0.005 < 0.005 0.04 0.03 < 0.005 < 0.005 10.2 10.2 < 0.005 1.02 1.02 — 27.8 27.8 < 0.005 < 0.005 0.02 29.3
Annual——————————————————
Off-Road
Equipment
0.04 0.04 0.75 1.87 < 0.005 0.01 — 0.01 0.01 — 0.01 — 276 276 0.01 < 0.005 — 277
Onsite
truck
< 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 1.86 1.86 < 0.005 0.19 0.19 — 4.61 4.61 < 0.005 < 0.005 < 0.005 4.85
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Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.97 0.95 0.60 11.9 0.00 0.00 16.9 16.9 0.00 4.16 4.16 — 3,801 3,801 0.05 0.03 8.00 3,820
Vendor 0.16 0.04 1.62 1.11 0.01 0.01 1.29 1.30 0.01 0.33 0.34 — 1,305 1,305 0.11 0.18 2.44 1,365
Hauling 0.06 0.01 0.49 0.38 < 0.005 < 0.005 0.31 0.32 < 0.005 0.08 0.08 — 353 353 0.05 0.06 0.58 372
Daily,
Winter
(Max)
——————————————————
Worker 0.98 0.95 0.78 11.0 0.00 0.00 16.9 16.9 0.00 4.16 4.16 — 3,593 3,593 0.07 0.03 0.21 3,605
Vendor 0.16 0.04 1.70 1.13 0.01 0.01 1.29 1.30 0.01 0.33 0.34 — 1,305 1,305 0.11 0.18 0.06 1,363
Hauling 0.05 0.01 0.52 0.38 < 0.005 < 0.005 0.31 0.32 < 0.005 0.08 0.08 — 353 353 0.05 0.06 0.02 371
Average
Daily
——————————————————
Worker 0.37 0.36 0.29 4.11 0.00 0.00 6.35 6.35 0.00 1.56 1.56 — 1,390 1,390 0.03 0.01 1.33 1,395
Vendor 0.06 0.01 0.65 0.43 < 0.005 < 0.005 0.48 0.49 < 0.005 0.12 0.13 — 503 503 0.04 0.07 0.41 526
Hauling 0.02 < 0.005 0.20 0.15 < 0.005 < 0.005 0.12 0.12 < 0.005 0.03 0.03 — 136 136 0.02 0.02 0.10 143
Annual——————————————————
Worker 0.07 0.07 0.05 0.75 0.00 0.00 1.16 1.16 0.00 0.29 0.29 — 230 230 < 0.005 < 0.005 0.22 231
Vendor 0.01 < 0.005 0.12 0.08 < 0.005 < 0.005 0.09 0.09 < 0.005 0.02 0.02 — 83.3 83.3 0.01 0.01 0.07 87.1
Hauling < 0.005 < 0.005 0.04 0.03 < 0.005 < 0.005 0.02 0.02 < 0.005 0.01 0.01 — 22.5 22.5 < 0.005 < 0.005 0.02 23.7
3.10. Superstructure (2029) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
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Off-Road
Equipment
0.54 0.54 10.7 26.6 0.05 0.08 — 0.08 0.08 — 0.08 — 4,328 4,328 0.18 0.04 — 4,343
Onsite
truck
0.01 < 0.005 0.11 0.09 < 0.005 < 0.005 5.70 5.70 < 0.005 0.57 0.57 — 72.2 72.2 0.01 0.01 0.12 76.1
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.54 0.54 10.7 26.6 0.05 0.08 — 0.08 0.08 — 0.08 — 4,328 4,328 0.18 0.04 — 4,343
Onsite
truck
0.01 < 0.005 0.12 0.09 < 0.005 < 0.005 5.70 5.70 < 0.005 0.57 0.57 — 72.2 72.2 0.01 0.01 < 0.005 75.9
Average
Daily
——————————————————
Off-Road
Equipment
0.21 0.21 4.12 10.3 0.02 0.03 — 0.03 0.03 — 0.03 — 1,668 1,668 0.07 0.01 — 1,674
Onsite
truck
< 0.005 < 0.005 0.04 0.03 < 0.005 < 0.005 1.97 1.97 < 0.005 0.20 0.20 — 27.8 27.8 < 0.005 < 0.005 0.02 29.3
Annual——————————————————
Off-Road
Equipment
0.04 0.04 0.75 1.87 < 0.005 0.01 — 0.01 0.01 — 0.01 — 276 276 0.01 < 0.005 — 277
Onsite
truck
< 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 0.36 0.36 < 0.005 0.04 0.04 — 4.61 4.61 < 0.005 < 0.005 < 0.005 4.85
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.97 0.95 0.60 11.9 0.00 0.00 16.9 16.9 0.00 4.16 4.16 — 3,801 3,801 0.05 0.03 8.00 3,820
Vendor 0.16 0.04 1.62 1.11 0.01 0.01 1.29 1.30 0.01 0.33 0.34 — 1,305 1,305 0.11 0.18 2.44 1,365
Hauling 0.06 0.01 0.49 0.38 < 0.005 < 0.005 0.31 0.32 < 0.005 0.08 0.08 — 353 353 0.05 0.06 0.58 372
Daily,
Winter
(Max)
——————————————————
Worker 0.98 0.95 0.78 11.0 0.00 0.00 16.9 16.9 0.00 4.16 4.16 — 3,593 3,593 0.07 0.03 0.21 3,605
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Vendor 0.16 0.04 1.70 1.13 0.01 0.01 1.29 1.30 0.01 0.33 0.34 — 1,305 1,305 0.11 0.18 0.06 1,363
Hauling 0.05 0.01 0.52 0.38 < 0.005 < 0.005 0.31 0.32 < 0.005 0.08 0.08 — 353 353 0.05 0.06 0.02 371
Average
Daily
——————————————————
Worker 0.37 0.36 0.29 4.11 0.00 0.00 6.35 6.35 0.00 1.56 1.56 — 1,390 1,390 0.03 0.01 1.33 1,395
Vendor 0.06 0.01 0.65 0.43 < 0.005 < 0.005 0.48 0.49 < 0.005 0.12 0.13 — 503 503 0.04 0.07 0.41 526
Hauling 0.02 < 0.005 0.20 0.15 < 0.005 < 0.005 0.12 0.12 < 0.005 0.03 0.03 — 136 136 0.02 0.02 0.10 143
Annual——————————————————
Worker 0.07 0.07 0.05 0.75 0.00 0.00 1.16 1.16 0.00 0.29 0.29 — 230 230 < 0.005 < 0.005 0.22 231
Vendor 0.01 < 0.005 0.12 0.08 < 0.005 < 0.005 0.09 0.09 < 0.005 0.02 0.02 — 83.3 83.3 0.01 0.01 0.07 87.1
Hauling < 0.005 < 0.005 0.04 0.03 < 0.005 < 0.005 0.02 0.02 < 0.005 0.01 0.01 — 22.5 22.5 < 0.005 < 0.005 0.02 23.7
3.11. Superstructure (2030) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.54 0.54 10.7 26.6 0.05 0.08 — 0.08 0.08 — 0.08 — 4,328 4,328 0.18 0.04 — 4,343
Onsite
truck
0.01 < 0.005 0.11 0.08 < 0.005 < 0.005 29.4 29.4 < 0.005 2.94 2.94 — 69.9 69.9 0.01 0.01 0.11 73.6
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.54 0.54 10.7 26.6 0.05 0.08 — 0.08 0.08 — 0.08 — 4,328 4,328 0.18 0.04 — 4,343
Onsite
truck
0.01 < 0.005 0.11 0.08 < 0.005 < 0.005 29.4 29.4 < 0.005 2.94 2.94 — 69.9 69.9 0.01 0.01 < 0.005 73.5
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Average
Daily
——————————————————
Off-Road
Equipment
0.19 0.19 3.70 9.22 0.02 0.03 — 0.03 0.03 — 0.03 — 1,499 1,499 0.06 0.01 — 1,504
Onsite
truck
< 0.005 < 0.005 0.04 0.03 < 0.005 < 0.005 9.14 9.14 < 0.005 0.91 0.91 — 24.2 24.2 < 0.005 < 0.005 0.02 25.5
Annual——————————————————
Off-Road
Equipment
0.03 0.03 0.67 1.68 < 0.005 0.01 — 0.01 0.01 — 0.01 — 248 248 0.01 < 0.005 — 249
Onsite
truck
< 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 1.67 1.67 < 0.005 0.17 0.17 — 4.01 4.01 < 0.005 < 0.005 < 0.005 4.22
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.94 0.92 0.59 11.3 0.00 0.00 16.9 16.9 0.00 4.16 4.16 — 3,745 3,745 0.04 0.03 6.94 3,763
Vendor 0.15 0.04 1.53 1.08 0.01 0.01 1.29 1.30 0.01 0.33 0.34 — 1,262 1,262 0.11 0.18 2.17 1,321
Hauling 0.05 0.01 0.47 0.37 < 0.005 < 0.005 0.31 0.32 < 0.005 0.08 0.08 — 342 342 0.04 0.05 0.53 360
Daily,
Winter
(Max)
——————————————————
Worker 0.94 0.92 0.76 10.4 0.00 0.00 16.9 16.9 0.00 4.16 4.16 — 3,540 3,540 0.07 0.03 0.18 3,551
Vendor 0.15 0.04 1.61 1.09 0.01 0.01 1.29 1.30 0.01 0.33 0.34 — 1,262 1,262 0.11 0.18 0.06 1,320
Hauling 0.05 0.01 0.49 0.37 < 0.005 < 0.005 0.31 0.32 < 0.005 0.08 0.08 — 342 342 0.04 0.05 0.01 359
Average
Daily
——————————————————
Worker 0.32 0.31 0.26 3.50 0.00 0.00 5.71 5.71 0.00 1.40 1.40 — 1,230 1,230 0.02 0.01 1.04 1,235
Vendor 0.05 0.01 0.55 0.37 < 0.005 < 0.005 0.43 0.44 < 0.005 0.11 0.11 — 437 437 0.04 0.06 0.33 457
Hauling 0.02 < 0.005 0.17 0.13 < 0.005 < 0.005 0.11 0.11 < 0.005 0.03 0.03 — 118 118 0.02 0.02 0.08 124
Annual——————————————————
Worker 0.06 0.06 0.05 0.64 0.00 0.00 1.04 1.04 0.00 0.26 0.26 — 204 204 < 0.005 < 0.005 0.17 204
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Vendor 0.01 < 0.005 0.10 0.07 < 0.005 < 0.005 0.08 0.08 < 0.005 0.02 0.02 — 72.4 72.4 0.01 0.01 0.05 75.7
Hauling < 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 0.02 0.02 < 0.005 < 0.005 0.01 — 19.6 19.6 < 0.005 < 0.005 0.01 20.6
3.12. Superstructure (2030) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.54 0.54 10.7 26.6 0.05 0.08 — 0.08 0.08 — 0.08 — 4,328 4,328 0.18 0.04 — 4,343
Onsite
truck
0.01 < 0.005 0.11 0.08 < 0.005 < 0.005 5.70 5.70 < 0.005 0.57 0.57 — 69.9 69.9 0.01 0.01 0.11 73.6
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.54 0.54 10.7 26.6 0.05 0.08 — 0.08 0.08 — 0.08 — 4,328 4,328 0.18 0.04 — 4,343
Onsite
truck
0.01 < 0.005 0.11 0.08 < 0.005 < 0.005 5.70 5.70 < 0.005 0.57 0.57 — 69.9 69.9 0.01 0.01 < 0.005 73.5
Average
Daily
——————————————————
Off-Road
Equipment
0.19 0.19 3.70 9.22 0.02 0.03 — 0.03 0.03 — 0.03 — 1,499 1,499 0.06 0.01 — 1,504
Onsite
truck
< 0.005 < 0.005 0.04 0.03 < 0.005 < 0.005 1.77 1.77 < 0.005 0.18 0.18 — 24.2 24.2 < 0.005 < 0.005 0.02 25.5
Annual——————————————————
Off-Road
Equipment
0.03 0.03 0.67 1.68 < 0.005 0.01 — 0.01 0.01 — 0.01 — 248 248 0.01 < 0.005 — 249
Onsite
truck
< 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 0.32 0.32 < 0.005 0.03 0.03 — 4.01 4.01 < 0.005 < 0.005 < 0.005 4.22
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Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.94 0.92 0.59 11.3 0.00 0.00 16.9 16.9 0.00 4.16 4.16 — 3,745 3,745 0.04 0.03 6.94 3,763
Vendor 0.15 0.04 1.53 1.08 0.01 0.01 1.29 1.30 0.01 0.33 0.34 — 1,262 1,262 0.11 0.18 2.17 1,321
Hauling 0.05 0.01 0.47 0.37 < 0.005 < 0.005 0.31 0.32 < 0.005 0.08 0.08 — 342 342 0.04 0.05 0.53 360
Daily,
Winter
(Max)
——————————————————
Worker 0.94 0.92 0.76 10.4 0.00 0.00 16.9 16.9 0.00 4.16 4.16 — 3,540 3,540 0.07 0.03 0.18 3,551
Vendor 0.15 0.04 1.61 1.09 0.01 0.01 1.29 1.30 0.01 0.33 0.34 — 1,262 1,262 0.11 0.18 0.06 1,320
Hauling 0.05 0.01 0.49 0.37 < 0.005 < 0.005 0.31 0.32 < 0.005 0.08 0.08 — 342 342 0.04 0.05 0.01 359
Average
Daily
——————————————————
Worker 0.32 0.31 0.26 3.50 0.00 0.00 5.71 5.71 0.00 1.40 1.40 — 1,230 1,230 0.02 0.01 1.04 1,235
Vendor 0.05 0.01 0.55 0.37 < 0.005 < 0.005 0.43 0.44 < 0.005 0.11 0.11 — 437 437 0.04 0.06 0.33 457
Hauling 0.02 < 0.005 0.17 0.13 < 0.005 < 0.005 0.11 0.11 < 0.005 0.03 0.03 — 118 118 0.02 0.02 0.08 124
Annual——————————————————
Worker 0.06 0.06 0.05 0.64 0.00 0.00 1.04 1.04 0.00 0.26 0.26 — 204 204 < 0.005 < 0.005 0.17 204
Vendor 0.01 < 0.005 0.10 0.07 < 0.005 < 0.005 0.08 0.08 < 0.005 0.02 0.02 — 72.4 72.4 0.01 0.01 0.05 75.7
Hauling < 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 0.02 0.02 < 0.005 < 0.005 0.01 — 19.6 19.6 < 0.005 < 0.005 0.01 20.6
3.13. Building Enclosure (2030) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
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Off-Road
Equipment
0.25 0.25 1.31 16.5 0.02 0.05 — 0.05 0.05 — 0.05 — 2,652 2,652 0.11 0.02 — 2,661
Onsite
truck
0.01 < 0.005 0.11 0.08 < 0.005 < 0.005 29.4 29.4 < 0.005 2.94 2.94 — 69.9 69.9 0.01 0.01 0.11 73.6
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.25 0.25 1.31 16.5 0.02 0.05 — 0.05 0.05 — 0.05 — 2,652 2,652 0.11 0.02 — 2,661
Onsite
truck
0.01 < 0.005 0.11 0.08 < 0.005 < 0.005 29.4 29.4 < 0.005 2.94 2.94 — 69.9 69.9 0.01 0.01 < 0.005 73.5
Average
Daily
——————————————————
Off-Road
Equipment
0.10 0.10 0.52 6.53 0.01 0.02 — 0.02 0.02 — 0.02 — 1,046 1,046 0.04 0.01 — 1,050
Onsite
truck
< 0.005 < 0.005 0.04 0.03 < 0.005 < 0.005 10.4 10.4 < 0.005 1.04 1.04 — 27.6 27.6 < 0.005 < 0.005 0.02 29.0
Annual——————————————————
Off-Road
Equipment
0.02 0.02 0.09 1.19 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 173 173 0.01 < 0.005 — 174
Onsite
truck
< 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 1.90 1.90 < 0.005 0.19 0.19 — 4.57 4.57 < 0.005 < 0.005 < 0.005 4.80
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.94 0.92 0.59 11.3 0.00 0.00 16.9 16.9 0.00 4.16 4.16 — 3,745 3,745 0.04 0.03 6.94 3,763
Vendor 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 0.00
Hauling 0.08 0.01 0.75 0.59 < 0.005 0.01 0.50 0.51 0.01 0.13 0.14 — 547 547 0.07 0.09 0.85 575
Daily,
Winter
(Max)
——————————————————
Worker 0.94 0.92 0.76 10.4 0.00 0.00 16.9 16.9 0.00 4.16 4.16 — 3,540 3,540 0.07 0.03 0.18 3,551
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Vendor 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 0.00
Hauling 0.08 0.01 0.78 0.59 < 0.005 0.01 0.50 0.51 0.01 0.13 0.14 — 547 547 0.07 0.09 0.02 575
Average
Daily
——————————————————
Worker 0.37 0.36 0.29 3.99 0.00 0.00 6.50 6.50 0.00 1.60 1.60 — 1,401 1,401 0.02 0.01 1.19 1,406
Vendor 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 0.00
Hauling 0.03 < 0.005 0.30 0.23 < 0.005 < 0.005 0.19 0.20 < 0.005 0.05 0.05 — 216 216 0.03 0.03 0.14 227
Annual——————————————————
Worker 0.07 0.07 0.05 0.73 0.00 0.00 1.19 1.19 0.00 0.29 0.29 — 232 232 < 0.005 < 0.005 0.20 233
Vendor 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 0.00
Hauling 0.01 < 0.005 0.06 0.04 < 0.005 < 0.005 0.04 0.04 < 0.005 0.01 0.01 — 35.7 35.7 < 0.005 0.01 0.02 37.5
3.14. Building Enclosure (2030) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.25 0.25 1.31 16.5 0.02 0.05 — 0.05 0.05 — 0.05 — 2,652 2,652 0.11 0.02 — 2,661
Onsite
truck
0.01 < 0.005 0.11 0.08 < 0.005 < 0.005 5.70 5.70 < 0.005 0.57 0.57 — 69.9 69.9 0.01 0.01 0.11 73.6
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.25 0.25 1.31 16.5 0.02 0.05 — 0.05 0.05 — 0.05 — 2,652 2,652 0.11 0.02 — 2,661
Onsite
truck
0.01 < 0.005 0.11 0.08 < 0.005 < 0.005 5.70 5.70 < 0.005 0.57 0.57 — 69.9 69.9 0.01 0.01 < 0.005 73.5
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Average
Daily
——————————————————
Off-Road
Equipment
0.10 0.10 0.52 6.53 0.01 0.02 — 0.02 0.02 — 0.02 — 1,046 1,046 0.04 0.01 — 1,050
Onsite
truck
< 0.005 < 0.005 0.04 0.03 < 0.005 < 0.005 2.02 2.02 < 0.005 0.20 0.20 — 27.6 27.6 < 0.005 < 0.005 0.02 29.0
Annual——————————————————
Off-Road
Equipment
0.02 0.02 0.09 1.19 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 173 173 0.01 < 0.005 — 174
Onsite
truck
< 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 0.37 0.37 < 0.005 0.04 0.04 — 4.57 4.57 < 0.005 < 0.005 < 0.005 4.80
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.94 0.92 0.59 11.3 0.00 0.00 16.9 16.9 0.00 4.16 4.16 — 3,745 3,745 0.04 0.03 6.94 3,763
Vendor 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 0.00
Hauling 0.08 0.01 0.75 0.59 < 0.005 0.01 0.50 0.51 0.01 0.13 0.14 — 547 547 0.07 0.09 0.85 575
Daily,
Winter
(Max)
——————————————————
Worker 0.94 0.92 0.76 10.4 0.00 0.00 16.9 16.9 0.00 4.16 4.16 — 3,540 3,540 0.07 0.03 0.18 3,551
Vendor 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 0.00
Hauling 0.08 0.01 0.78 0.59 < 0.005 0.01 0.50 0.51 0.01 0.13 0.14 — 547 547 0.07 0.09 0.02 575
Average
Daily
——————————————————
Worker 0.37 0.36 0.29 3.99 0.00 0.00 6.50 6.50 0.00 1.60 1.60 — 1,401 1,401 0.02 0.01 1.19 1,406
Vendor 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 0.00
Hauling 0.03 < 0.005 0.30 0.23 < 0.005 < 0.005 0.19 0.20 < 0.005 0.05 0.05 — 216 216 0.03 0.03 0.14 227
Annual——————————————————
Worker 0.07 0.07 0.05 0.73 0.00 0.00 1.19 1.19 0.00 0.29 0.29 — 232 232 < 0.005 < 0.005 0.20 233
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Vendor 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 0.00
Hauling 0.01 < 0.005 0.06 0.04 < 0.005 < 0.005 0.04 0.04 < 0.005 0.01 0.01 — 35.7 35.7 < 0.005 0.01 0.02 37.5
3.15. Sitework (2030) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.18 0.18 2.18 9.65 0.02 0.03 — 0.03 0.03 — 0.03 — 1,735 1,735 0.07 0.01 — 1,740
Dust
From
Material
Movement
——————0.000.00—0.000.00———————
Paving—1.31————————————————
Onsite
truck
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 0.00
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.18 0.18 2.18 9.65 0.02 0.03 — 0.03 0.03 — 0.03 — 1,735 1,735 0.07 0.01 — 1,740
Dust
From
Material
Movement
——————0.000.00—0.000.00———————
Paving—1.31————————————————
Onsite
truck
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 0.00
Average
Daily
——————————————————
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Off-Road
Equipment
0.04 0.04 0.44 1.93 < 0.005 0.01 — 0.01 0.01 — 0.01 — 346 346 0.01 < 0.005 — 347
Dust
From
Material
Movement
——————0.000.00—0.000.00———————
Paving—0.26————————————————
Onsite
truck
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 0.00
Annual——————————————————
Off-Road
Equipment
0.01 0.01 0.08 0.35 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 57.3 57.3 < 0.005 < 0.005 — 57.5
Dust
From
Material
Movement
——————0.000.00—0.000.00———————
Paving—0.05————————————————
Onsite
truck
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 0.00
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.02 0.02 0.01 0.28 0.00 0.00 0.43 0.43 0.00 0.10 0.10 — 94.3 94.3 < 0.005 < 0.005 0.17 94.7
Vendor 0.04 0.01 0.37 0.26 < 0.005 < 0.005 0.31 0.31 < 0.005 0.08 0.08 — 303 303 0.03 0.04 0.52 317
Hauling 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 0.00
Daily,
Winter
(Max)
——————————————————
Worker 0.02 0.02 0.02 0.26 0.00 0.00 0.43 0.43 0.00 0.10 0.10 — 89.1 89.1 < 0.005 < 0.005 < 0.005 89.4
Vendor 0.04 0.01 0.39 0.26 < 0.005 < 0.005 0.31 0.31 < 0.005 0.08 0.08 — 303 303 0.03 0.04 0.01 317
Hauling 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 0.00
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——————————————————Average
Daily
Worker < 0.005 < 0.005 < 0.005 0.05 0.00 0.00 0.08 0.08 0.00 0.02 0.02 — 17.8 17.8 < 0.005 < 0.005 0.02 17.9
Vendor 0.01 < 0.005 0.08 0.05 < 0.005 < 0.005 0.06 0.06 < 0.005 0.02 0.02 — 60.4 60.4 0.01 0.01 0.04 63.2
Hauling 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 0.00
Annual——————————————————
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 0.02 0.02 0.00 < 0.005 < 0.005 — 2.95 2.95 < 0.005 < 0.005 < 0.005 2.97
Vendor < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 10.0 10.0 < 0.005 < 0.005 0.01 10.5
Hauling 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 0.00
3.16. Sitework (2030) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.18 0.18 2.18 9.65 0.02 0.03 — 0.03 0.03 — 0.03 — 1,735 1,735 0.07 0.01 — 1,740
Dust
From
Material
Movement
——————0.000.00—0.000.00———————
Paving—1.31————————————————
Onsite
truck
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 0.00
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.18 0.18 2.18 9.65 0.02 0.03 — 0.03 0.03 — 0.03 — 1,735 1,735 0.07 0.01 — 1,740
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Dust
From
Material
Movement
——————0.000.00—0.000.00———————
Paving—1.31————————————————
Onsite
truck
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 0.00
Average
Daily
——————————————————
Off-Road
Equipment
0.04 0.04 0.44 1.93 < 0.005 0.01 — 0.01 0.01 — 0.01 — 346 346 0.01 < 0.005 — 347
Dust
From
Material
Movement
——————0.000.00—0.000.00———————
Paving—0.26————————————————
Onsite
truck
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 0.00
Annual——————————————————
Off-Road
Equipment
0.01 0.01 0.08 0.35 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 57.3 57.3 < 0.005 < 0.005 — 57.5
Dust
From
Material
Movement
——————0.000.00—0.000.00———————
Paving—0.05————————————————
Onsite
truck
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 0.00
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.02 0.02 0.01 0.28 0.00 0.00 0.43 0.43 0.00 0.10 0.10 — 94.3 94.3 < 0.005 < 0.005 0.17 94.7
Vendor 0.04 0.01 0.37 0.26 < 0.005 < 0.005 0.31 0.31 < 0.005 0.08 0.08 — 303 303 0.03 0.04 0.52 317
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Hauling 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 0.00
Daily,
Winter
(Max)
——————————————————
Worker 0.02 0.02 0.02 0.26 0.00 0.00 0.43 0.43 0.00 0.10 0.10 — 89.1 89.1 < 0.005 < 0.005 < 0.005 89.4
Vendor 0.04 0.01 0.39 0.26 < 0.005 < 0.005 0.31 0.31 < 0.005 0.08 0.08 — 303 303 0.03 0.04 0.01 317
Hauling 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 0.00
Average
Daily
——————————————————
Worker < 0.005 < 0.005 < 0.005 0.05 0.00 0.00 0.08 0.08 0.00 0.02 0.02 — 17.8 17.8 < 0.005 < 0.005 0.02 17.9
Vendor 0.01 < 0.005 0.08 0.05 < 0.005 < 0.005 0.06 0.06 < 0.005 0.02 0.02 — 60.4 60.4 0.01 0.01 0.04 63.2
Hauling 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 0.00
Annual——————————————————
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 0.02 0.02 0.00 < 0.005 < 0.005 — 2.95 2.95 < 0.005 < 0.005 < 0.005 2.97
Vendor < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 10.0 10.0 < 0.005 < 0.005 0.01 10.5
Hauling 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 0.00
3.17. Sitework (2031) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.16 0.16 2.18 9.65 0.02 0.03 — 0.03 0.03 — 0.03 — 1,735 1,735 0.07 0.01 — 1,740
Dust
From
Material
Movement
——————0.000.00—0.000.00———————
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Paving—1.31————————————————
Onsite
truck
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 0.00
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.16 0.16 2.18 9.65 0.02 0.03 — 0.03 0.03 — 0.03 — 1,735 1,735 0.07 0.01 — 1,740
Dust
From
Material
Movement
——————0.000.00—0.000.00———————
Paving—1.31————————————————
Onsite
truck
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 0.00
Average
Daily
——————————————————
Off-Road
Equipment
0.03 0.03 0.41 1.83 < 0.005 0.01 — 0.01 0.01 — 0.01 — 329 329 0.01 < 0.005 — 330
Dust
From
Material
Movement
——————0.000.00—0.000.00———————
Paving—0.25————————————————
Onsite
truck
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 0.00
Annual——————————————————
Off-Road
Equipment
0.01 0.01 0.08 0.33 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 54.5 54.5 < 0.005 < 0.005 — 54.7
Dust
From
Material
Movement
——————0.000.00—0.000.00———————
Paving—0.05————————————————
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Onsite
truck
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 0.00
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.02 0.02 0.01 0.28 0.00 0.00 0.43 0.43 0.00 0.10 0.10 — 93.2 93.2 < 0.005 < 0.005 0.15 93.5
Vendor 0.03 0.01 0.35 0.25 < 0.005 < 0.005 0.31 0.31 < 0.005 0.08 0.08 — 292 292 0.02 0.04 0.46 305
Hauling 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 0.00
Daily,
Winter
(Max)
——————————————————
Worker 0.02 0.02 0.02 0.25 0.00 0.00 0.43 0.43 0.00 0.10 0.10 — 88.1 88.1 < 0.005 < 0.005 < 0.005 88.4
Vendor 0.03 0.01 0.36 0.25 < 0.005 < 0.005 0.31 0.31 < 0.005 0.08 0.08 — 292 292 0.02 0.04 0.01 305
Hauling 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 0.00
Average
Daily
——————————————————
Worker < 0.005 < 0.005 < 0.005 0.05 0.00 0.00 0.08 0.08 0.00 0.02 0.02 — 16.8 16.8 < 0.005 < 0.005 0.01 16.8
Vendor 0.01 < 0.005 0.07 0.05 < 0.005 < 0.005 0.06 0.06 < 0.005 0.01 0.02 — 55.4 55.4 < 0.005 0.01 0.04 57.9
Hauling 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 0.00
Annual——————————————————
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 2.78 2.78 < 0.005 < 0.005 < 0.005 2.79
Vendor < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 9.17 9.17 < 0.005 < 0.005 0.01 9.59
Hauling 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 0.00
3.18. Sitework (2031) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
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Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.16 0.16 2.18 9.65 0.02 0.03 — 0.03 0.03 — 0.03 — 1,735 1,735 0.07 0.01 — 1,740
Dust
From
Material
Movement
——————0.000.00—0.000.00———————
Paving—1.31————————————————
Onsite
truck
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 0.00
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.16 0.16 2.18 9.65 0.02 0.03 — 0.03 0.03 — 0.03 — 1,735 1,735 0.07 0.01 — 1,740
Dust
From
Material
Movement
——————0.000.00—0.000.00———————
Paving—1.31————————————————
Onsite
truck
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 0.00
Average
Daily
——————————————————
Off-Road
Equipment
0.03 0.03 0.41 1.83 < 0.005 0.01 — 0.01 0.01 — 0.01 — 329 329 0.01 < 0.005 — 330
Dust
From
Material
Movement
——————0.000.00—0.000.00———————
Paving—0.25————————————————
Onsite
truck
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 0.00
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Annual——————————————————
Off-Road
Equipment
0.01 0.01 0.08 0.33 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 54.5 54.5 < 0.005 < 0.005 — 54.7
Dust
From
Material
Movement
——————0.000.00—0.000.00———————
Paving—0.05————————————————
Onsite
truck
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 0.00
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.02 0.02 0.01 0.28 0.00 0.00 0.43 0.43 0.00 0.10 0.10 — 93.2 93.2 < 0.005 < 0.005 0.15 93.5
Vendor 0.03 0.01 0.35 0.25 < 0.005 < 0.005 0.31 0.31 < 0.005 0.08 0.08 — 292 292 0.02 0.04 0.46 305
Hauling 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 0.00
Daily,
Winter
(Max)
——————————————————
Worker 0.02 0.02 0.02 0.25 0.00 0.00 0.43 0.43 0.00 0.10 0.10 — 88.1 88.1 < 0.005 < 0.005 < 0.005 88.4
Vendor 0.03 0.01 0.36 0.25 < 0.005 < 0.005 0.31 0.31 < 0.005 0.08 0.08 — 292 292 0.02 0.04 0.01 305
Hauling 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 0.00
Average
Daily
——————————————————
Worker < 0.005 < 0.005 < 0.005 0.05 0.00 0.00 0.08 0.08 0.00 0.02 0.02 — 16.8 16.8 < 0.005 < 0.005 0.01 16.8
Vendor 0.01 < 0.005 0.07 0.05 < 0.005 < 0.005 0.06 0.06 < 0.005 0.01 0.02 — 55.4 55.4 < 0.005 0.01 0.04 57.9
Hauling 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 0.00
Annual——————————————————
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 2.78 2.78 < 0.005 < 0.005 < 0.005 2.79
Vendor < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 9.17 9.17 < 0.005 < 0.005 0.01 9.59
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Hauling 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 0.00
3.19. Interior Buildout (2029) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.09 0.09 1.92 5.25 0.01 0.01 — 0.01 0.01 — 0.01 — 750 750 0.03 0.01 — 753
Architect
ural
Coatings
—18.2————————————————
Onsite
truck
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 0.00
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.09 0.09 1.92 5.25 0.01 0.01 — 0.01 0.01 — 0.01 — 750 750 0.03 0.01 — 753
Architect
ural
Coatings
—18.2————————————————
Onsite
truck
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 0.00
Average
Daily
——————————————————
Off-Road
Equipment
0.02 0.02 0.42 1.14 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 163 163 0.01 < 0.005 — 164
Architect
ural
Coatings
—3.96————————————————
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Onsite
truck
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 0.00
Annual——————————————————
Off-Road
Equipment
< 0.005 < 0.005 0.08 0.21 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 27.0 27.0 < 0.005 < 0.005 — 27.1
Architect
ural
Coatings
—0.72————————————————
Onsite
truck
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 0.00
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.78 0.76 0.48 9.55 0.00 0.00 13.5 13.5 0.00 3.33 3.33 — 3,041 3,041 0.04 0.03 6.40 3,056
Vendor 0.06 0.01 0.65 0.44 < 0.005 < 0.005 0.51 0.52 < 0.005 0.13 0.14 — 522 522 0.04 0.07 0.97 546
Hauling 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 0.00
Daily,
Winter
(Max)
——————————————————
Worker 0.79 0.76 0.62 8.78 0.00 0.00 13.5 13.5 0.00 3.33 3.33 — 2,874 2,874 0.05 0.03 0.17 2,884
Vendor 0.06 0.01 0.68 0.45 < 0.005 < 0.005 0.51 0.52 < 0.005 0.13 0.14 — 522 522 0.04 0.07 0.03 545
Hauling 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 0.00
Average
Daily
——————————————————
Worker 0.17 0.16 0.13 1.85 0.00 0.00 2.86 2.86 0.00 0.70 0.70 — 626 626 0.01 0.01 0.60 629
Vendor 0.01 < 0.005 0.15 0.10 < 0.005 < 0.005 0.11 0.11 < 0.005 0.03 0.03 — 113 113 0.01 0.02 0.09 119
Hauling 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 0.00
Annual——————————————————
Worker 0.03 0.03 0.02 0.34 0.00 0.00 0.52 0.52 0.00 0.13 0.13 — 104 104 < 0.005 < 0.005 0.10 104
Vendor < 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 0.02 0.02 < 0.005 0.01 0.01 — 18.8 18.8 < 0.005 < 0.005 0.02 19.6
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Hauling 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 0.00
3.20. Interior Buildout (2029) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.09 0.09 1.92 5.25 0.01 0.01 — 0.01 0.01 — 0.01 — 750 750 0.03 0.01 — 753
Architect
ural
Coatings
—18.2————————————————
Onsite
truck
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 0.00
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.09 0.09 1.92 5.25 0.01 0.01 — 0.01 0.01 — 0.01 — 750 750 0.03 0.01 — 753
Architect
ural
Coatings
—18.2————————————————
Onsite
truck
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 0.00
Average
Daily
——————————————————
Off-Road
Equipment
0.02 0.02 0.42 1.14 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 163 163 0.01 < 0.005 — 164
Architect
ural
Coatings
—3.96————————————————
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Onsite
truck
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 0.00
Annual——————————————————
Off-Road
Equipment
< 0.005 < 0.005 0.08 0.21 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 27.0 27.0 < 0.005 < 0.005 — 27.1
Architect
ural
Coatings
—0.72————————————————
Onsite
truck
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 0.00
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.78 0.76 0.48 9.55 0.00 0.00 13.5 13.5 0.00 3.33 3.33 — 3,041 3,041 0.04 0.03 6.40 3,056
Vendor 0.06 0.01 0.65 0.44 < 0.005 < 0.005 0.51 0.52 < 0.005 0.13 0.14 — 522 522 0.04 0.07 0.97 546
Hauling 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 0.00
Daily,
Winter
(Max)
——————————————————
Worker 0.79 0.76 0.62 8.78 0.00 0.00 13.5 13.5 0.00 3.33 3.33 — 2,874 2,874 0.05 0.03 0.17 2,884
Vendor 0.06 0.01 0.68 0.45 < 0.005 < 0.005 0.51 0.52 < 0.005 0.13 0.14 — 522 522 0.04 0.07 0.03 545
Hauling 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 0.00
Average
Daily
——————————————————
Worker 0.17 0.16 0.13 1.85 0.00 0.00 2.86 2.86 0.00 0.70 0.70 — 626 626 0.01 0.01 0.60 629
Vendor 0.01 < 0.005 0.15 0.10 < 0.005 < 0.005 0.11 0.11 < 0.005 0.03 0.03 — 113 113 0.01 0.02 0.09 119
Hauling 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 0.00
Annual——————————————————
Worker 0.03 0.03 0.02 0.34 0.00 0.00 0.52 0.52 0.00 0.13 0.13 — 104 104 < 0.005 < 0.005 0.10 104
Vendor < 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 0.02 0.02 < 0.005 0.01 0.01 — 18.8 18.8 < 0.005 < 0.005 0.02 19.6
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Hauling 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 0.00
3.21. Interior Buildout (2030) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.09 0.09 1.92 5.25 0.01 0.01 — 0.01 0.01 — 0.01 — 750 750 0.03 0.01 — 753
Architect
ural
Coatings
—18.2————————————————
Onsite
truck
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 0.00
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.09 0.09 1.92 5.25 0.01 0.01 — 0.01 0.01 — 0.01 — 750 750 0.03 0.01 — 753
Architect
ural
Coatings
—18.2————————————————
Onsite
truck
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 0.00
Average
Daily
——————————————————
Off-Road
Equipment
0.06 0.06 1.22 3.34 < 0.005 0.01 — 0.01 0.01 — 0.01 — 477 477 0.02 < 0.005 — 479
Architect
ural
Coatings
—11.6————————————————
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Onsite
truck
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 0.00
Annual——————————————————
Off-Road
Equipment
0.01 0.01 0.22 0.61 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 79.0 79.0 < 0.005 < 0.005 — 79.3
Architect
ural
Coatings
—2.12————————————————
Onsite
truck
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 0.00
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.75 0.73 0.47 9.04 0.00 0.00 13.5 13.5 0.00 3.33 3.33 — 2,996 2,996 0.04 0.03 5.55 3,010
Vendor 0.06 0.01 0.61 0.43 < 0.005 < 0.005 0.51 0.52 < 0.005 0.13 0.14 — 505 505 0.04 0.07 0.87 529
Hauling 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 0.00
Daily,
Winter
(Max)
——————————————————
Worker 0.75 0.73 0.61 8.32 0.00 0.00 13.5 13.5 0.00 3.33 3.33 — 2,832 2,832 0.05 0.03 0.14 2,841
Vendor 0.06 0.01 0.64 0.44 < 0.005 < 0.005 0.51 0.52 < 0.005 0.13 0.14 — 505 505 0.04 0.07 0.02 528
Hauling 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 0.00
Average
Daily
——————————————————
Worker 0.47 0.46 0.38 5.15 0.00 0.00 8.38 8.38 0.00 2.06 2.06 — 1,807 1,807 0.03 0.02 1.53 1,814
Vendor 0.04 0.01 0.40 0.28 < 0.005 < 0.005 0.32 0.32 < 0.005 0.08 0.08 — 321 321 0.03 0.05 0.24 336
Hauling 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 0.00
Annual——————————————————
Worker 0.09 0.08 0.07 0.94 0.00 0.00 1.53 1.53 0.00 0.38 0.38 — 299 299 < 0.005 < 0.005 0.25 300
Vendor 0.01 < 0.005 0.07 0.05 < 0.005 < 0.005 0.06 0.06 < 0.005 0.01 0.02 — 53.1 53.1 < 0.005 0.01 0.04 55.6
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Hauling 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 0.00
3.22. Interior Buildout (2030) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.09 0.09 1.92 5.25 0.01 0.01 — 0.01 0.01 — 0.01 — 750 750 0.03 0.01 — 753
Architect
ural
Coatings
—18.2————————————————
Onsite
truck
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 0.00
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.09 0.09 1.92 5.25 0.01 0.01 — 0.01 0.01 — 0.01 — 750 750 0.03 0.01 — 753
Architect
ural
Coatings
—18.2————————————————
Onsite
truck
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 0.00
Average
Daily
——————————————————
Off-Road
Equipment
0.06 0.06 1.22 3.34 < 0.005 0.01 — 0.01 0.01 — 0.01 — 477 477 0.02 < 0.005 — 479
Architect
ural
Coatings
—11.6————————————————
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Onsite
truck
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 0.00
Annual——————————————————
Off-Road
Equipment
0.01 0.01 0.22 0.61 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 79.0 79.0 < 0.005 < 0.005 — 79.3
Architect
ural
Coatings
—2.12————————————————
Onsite
truck
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 0.00
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.75 0.73 0.47 9.04 0.00 0.00 13.5 13.5 0.00 3.33 3.33 — 2,996 2,996 0.04 0.03 5.55 3,010
Vendor 0.06 0.01 0.61 0.43 < 0.005 < 0.005 0.51 0.52 < 0.005 0.13 0.14 — 505 505 0.04 0.07 0.87 529
Hauling 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 0.00
Daily,
Winter
(Max)
——————————————————
Worker 0.75 0.73 0.61 8.32 0.00 0.00 13.5 13.5 0.00 3.33 3.33 — 2,832 2,832 0.05 0.03 0.14 2,841
Vendor 0.06 0.01 0.64 0.44 < 0.005 < 0.005 0.51 0.52 < 0.005 0.13 0.14 — 505 505 0.04 0.07 0.02 528
Hauling 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 0.00
Average
Daily
——————————————————
Worker 0.47 0.46 0.38 5.15 0.00 0.00 8.38 8.38 0.00 2.06 2.06 — 1,807 1,807 0.03 0.02 1.53 1,814
Vendor 0.04 0.01 0.40 0.28 < 0.005 < 0.005 0.32 0.32 < 0.005 0.08 0.08 — 321 321 0.03 0.05 0.24 336
Hauling 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 0.00
Annual——————————————————
Worker 0.09 0.08 0.07 0.94 0.00 0.00 1.53 1.53 0.00 0.38 0.38 — 299 299 < 0.005 < 0.005 0.25 300
Vendor 0.01 < 0.005 0.07 0.05 < 0.005 < 0.005 0.06 0.06 < 0.005 0.01 0.02 — 53.1 53.1 < 0.005 0.01 0.04 55.6
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Hauling 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 0.00
3.23. Startup/Inspections (2030) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.02 0.02 0.09 1.34 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 191 191 0.01 < 0.005 — 191
Onsite
truck
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 0.00
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.02 0.02 0.09 1.34 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 191 191 0.01 < 0.005 — 191
Onsite
truck
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 0.00
Average
Daily
——————————————————
Off-Road
Equipment
< 0.005 < 0.005 0.02 0.33 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 46.6 46.6 < 0.005 < 0.005 — 46.8
Onsite
truck
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 0.00
Annual——————————————————
Off-Road
Equipment
< 0.005 < 0.005 < 0.005 0.06 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 7.72 7.72 < 0.005 < 0.005 — 7.74
Onsite
truck
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 0.00
Offsite — — — — — — — — — — — — — — — — — —
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Daily,
Summer
(Max)
——————————————————
Worker 0.73 0.71 0.46 8.80 0.00 0.00 13.2 13.2 0.00 3.24 3.24 — 2,914 2,914 0.03 0.03 5.40 2,928
Vendor 0.02 < 0.005 0.18 0.13 < 0.005 < 0.005 0.15 0.16 < 0.005 0.04 0.04 — 151 151 0.01 0.02 0.26 159
Hauling 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 0.00
Daily,
Winter
(Max)
——————————————————
Worker 0.73 0.71 0.59 8.10 0.00 0.00 13.2 13.2 0.00 3.24 3.24 — 2,755 2,755 0.05 0.03 0.14 2,764
Vendor 0.02 < 0.005 0.19 0.13 < 0.005 < 0.005 0.15 0.16 < 0.005 0.04 0.04 — 151 151 0.01 0.02 0.01 158
Hauling 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 0.00
Average
Daily
——————————————————
Worker 0.18 0.17 0.14 1.93 0.00 0.00 3.14 3.14 0.00 0.77 0.77 — 676 676 0.01 0.01 0.57 679
Vendor < 0.005 < 0.005 0.05 0.03 < 0.005 < 0.005 0.04 0.04 < 0.005 0.01 0.01 — 37.0 37.0 < 0.005 0.01 0.03 38.8
Hauling 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 0.00
Annual——————————————————
Worker 0.03 0.03 0.03 0.35 0.00 0.00 0.57 0.57 0.00 0.14 0.14 — 112 112 < 0.005 < 0.005 0.09 112
Vendor < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 6.13 6.13 < 0.005 < 0.005 < 0.005 6.42
Hauling 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 0.00
3.24. Startup/Inspections (2030) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
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191—<0.0050.01191191—< 0.005—<0.005<0.005—<0.005< 0.0051.340.090.020.02Off-Road
Equipment
Onsite
truck
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 0.00
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.02 0.02 0.09 1.34 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 191 191 0.01 < 0.005 — 191
Onsite
truck
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 0.00
Average
Daily
——————————————————
Off-Road
Equipment
< 0.005 < 0.005 0.02 0.33 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 46.6 46.6 < 0.005 < 0.005 — 46.8
Onsite
truck
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 0.00
Annual——————————————————
Off-Road
Equipment
< 0.005 < 0.005 < 0.005 0.06 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 7.72 7.72 < 0.005 < 0.005 — 7.74
Onsite
truck
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 0.00
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.73 0.71 0.46 8.80 0.00 0.00 13.2 13.2 0.00 3.24 3.24 — 2,914 2,914 0.03 0.03 5.40 2,928
Vendor 0.02 < 0.005 0.18 0.13 < 0.005 < 0.005 0.15 0.16 < 0.005 0.04 0.04 — 151 151 0.01 0.02 0.26 159
Hauling 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 0.00
Daily,
Winter
(Max)
——————————————————
Worker 0.73 0.71 0.59 8.10 0.00 0.00 13.2 13.2 0.00 3.24 3.24 — 2,755 2,755 0.05 0.03 0.14 2,764
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Vendor 0.02 < 0.005 0.19 0.13 < 0.005 < 0.005 0.15 0.16 < 0.005 0.04 0.04 — 151 151 0.01 0.02 0.01 158
Hauling 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 0.00
Average
Daily
——————————————————
Worker 0.18 0.17 0.14 1.93 0.00 0.00 3.14 3.14 0.00 0.77 0.77 — 676 676 0.01 0.01 0.57 679
Vendor < 0.005 < 0.005 0.05 0.03 < 0.005 < 0.005 0.04 0.04 < 0.005 0.01 0.01 — 37.0 37.0 < 0.005 0.01 0.03 38.8
Hauling 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 0.00
Annual——————————————————
Worker 0.03 0.03 0.03 0.35 0.00 0.00 0.57 0.57 0.00 0.14 0.14 — 112 112 < 0.005 < 0.005 0.09 112
Vendor < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 6.13 6.13 < 0.005 < 0.005 < 0.005 6.42
Hauling 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 0.00
3.25. Startup/Inspections (2031) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.02 0.02 0.09 1.34 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 191 191 0.01 < 0.005 — 191
Onsite
truck
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 0.00
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.02 0.02 0.09 1.34 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 191 191 0.01 < 0.005 — 191
Onsite
truck
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 0.00
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Average
Daily
——————————————————
Off-Road
Equipment
< 0.005 < 0.005 0.02 0.32 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 45.1 45.1 < 0.005 < 0.005 — 45.3
Onsite
truck
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 0.00
Annual——————————————————
Off-Road
Equipment
< 0.005 < 0.005 < 0.005 0.06 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 7.47 7.47 < 0.005 < 0.005 — 7.50
Onsite
truck
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 0.00
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.70 0.68 0.45 8.51 0.00 0.00 13.2 13.2 0.00 3.24 3.24 — 2,881 2,881 0.03 0.02 4.69 2,892
Vendor 0.02 < 0.005 0.17 0.12 < 0.005 < 0.005 0.15 0.16 < 0.005 0.04 0.04 — 146 146 0.01 0.02 0.23 153
Hauling 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 0.00
Daily,
Winter
(Max)
——————————————————
Worker 0.70 0.68 0.59 7.77 0.00 0.00 13.2 13.2 0.00 3.24 3.24 — 2,724 2,724 0.04 0.03 0.12 2,733
Vendor 0.02 < 0.005 0.18 0.13 < 0.005 < 0.005 0.15 0.16 < 0.005 0.04 0.04 — 146 146 0.01 0.02 0.01 152
Hauling 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 0.00
Average
Daily
——————————————————
Worker 0.16 0.16 0.11 1.79 0.00 0.00 3.04 3.04 0.00 0.75 0.75 — 647 647 0.01 0.01 0.48 650
Vendor < 0.005 < 0.005 0.04 0.03 < 0.005 < 0.005 0.04 0.04 < 0.005 0.01 0.01 — 34.5 34.5 < 0.005 < 0.005 0.02 36.1
Hauling 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 0.00
Annual——————————————————
Worker 0.03 0.03 0.02 0.33 0.00 0.00 0.55 0.55 0.00 0.14 0.14 — 107 107 < 0.005 < 0.005 0.08 108
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Vendor < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 5.72 5.72 < 0.005 < 0.005 < 0.005 5.98
Hauling 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 0.00
3.26. Startup/Inspections (2031) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.02 0.02 0.09 1.34 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 191 191 0.01 < 0.005 — 191
Onsite
truck
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 0.00
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.02 0.02 0.09 1.34 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 191 191 0.01 < 0.005 — 191
Onsite
truck
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 0.00
Average
Daily
——————————————————
Off-Road
Equipment
< 0.005 < 0.005 0.02 0.32 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 45.1 45.1 < 0.005 < 0.005 — 45.3
Onsite
truck
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 0.00
Annual——————————————————
Off-Road
Equipment
< 0.005 < 0.005 < 0.005 0.06 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 7.47 7.47 < 0.005 < 0.005 — 7.50
Onsite
truck
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 0.00
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Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.70 0.68 0.45 8.51 0.00 0.00 13.2 13.2 0.00 3.24 3.24 — 2,881 2,881 0.03 0.02 4.69 2,892
Vendor 0.02 < 0.005 0.17 0.12 < 0.005 < 0.005 0.15 0.16 < 0.005 0.04 0.04 — 146 146 0.01 0.02 0.23 153
Hauling 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 0.00
Daily,
Winter
(Max)
——————————————————
Worker 0.70 0.68 0.59 7.77 0.00 0.00 13.2 13.2 0.00 3.24 3.24 — 2,724 2,724 0.04 0.03 0.12 2,733
Vendor 0.02 < 0.005 0.18 0.13 < 0.005 < 0.005 0.15 0.16 < 0.005 0.04 0.04 — 146 146 0.01 0.02 0.01 152
Hauling 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 0.00
Average
Daily
——————————————————
Worker 0.16 0.16 0.11 1.79 0.00 0.00 3.04 3.04 0.00 0.75 0.75 — 647 647 0.01 0.01 0.48 650
Vendor < 0.005 < 0.005 0.04 0.03 < 0.005 < 0.005 0.04 0.04 < 0.005 0.01 0.01 — 34.5 34.5 < 0.005 < 0.005 0.02 36.1
Hauling 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 0.00
Annual——————————————————
Worker 0.03 0.03 0.02 0.33 0.00 0.00 0.55 0.55 0.00 0.14 0.14 — 107 107 < 0.005 < 0.005 0.08 108
Vendor < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 5.72 5.72 < 0.005 < 0.005 < 0.005 5.98
Hauling 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 0.00
4. Operations Emissions Details
4.1. Mobile Emissions by Land Use
4.1.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
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Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Researc
h
&
Development
13.6 12.2 9.40 146 0.47 0.19 49.3 49.5 0.18 12.5 12.7 — 48,231 48,231 1.27 1.34 68.4 48,730
General
Office
Building
0.07 0.06 0.05 0.72 < 0.005 < 0.005 0.24 0.24 < 0.005 0.06 0.06 — 239 239 0.01 0.01 0.34 241
Enclosed
Parking
with
Elevator
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 0.00
Parking
Lot
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 0.00
High
Turnover
(Sit Down
Restaurant)
0.14 0.12 0.09 1.44 < 0.005 < 0.005 0.49 0.49 < 0.005 0.12 0.13 — 478 478 0.01 0.01 0.68 482
Day-Car
e
Center
0.07 0.06 0.05 0.73 < 0.005 < 0.005 0.25 0.25 < 0.005 0.06 0.06 — 242 242 0.01 0.01 0.34 244
Total 13.9 12.5 9.58 149 0.48 0.20 50.3 50.5 0.18 12.7 12.9 — 49,189 49,189 1.30 1.37 69.7 49,698
Daily,
Winter
(Max)
——————————————————
Researc
h
&
Development
13.5 12.0 11.1 136 0.45 0.19 49.3 49.5 0.18 12.5 12.7 — 46,107 46,107 1.35 1.47 1.77 46,582
General
Office
Building
0.07 0.06 0.06 0.67 < 0.005 < 0.005 0.24 0.24 < 0.005 0.06 0.06 — 228 228 0.01 0.01 0.01 231
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Enclosed
Parking
with
Elevator
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 0.00
Parking
Lot
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 0.00
High
Turnover
(Sit Down
Restaurant)
0.13 0.12 0.11 1.34 < 0.005 < 0.005 0.49 0.49 < 0.005 0.12 0.13 — 457 457 0.01 0.01 0.02 461
Day-Car
e
Center
0.07 0.06 0.06 0.68 < 0.005 < 0.005 0.25 0.25 < 0.005 0.06 0.06 — 231 231 0.01 0.01 0.01 233
Total 13.7 12.3 11.3 138 0.46 0.20 50.3 50.5 0.18 12.7 12.9 — 47,023 47,023 1.38 1.50 1.81 47,507
Annual——————————————————
Researc
h
&
Development
1.74 1.55 1.37 17.3 0.06 0.03 6.27 6.29 0.02 1.59 1.61 — 5,466 5,466 0.16 0.17 3.49 5,524
General
Office
Building
0.01 0.01 0.01 0.09 < 0.005 < 0.005 0.03 0.03 < 0.005 0.01 0.01 — 27.1 27.1 < 0.005 < 0.005 0.02 27.3
Enclosed
Parking
with
Elevator
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 0.00
Parking
Lot
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 0.00
High
Turnover
(Sit Down
Restaurant)
0.02 0.02 0.01 0.17 < 0.005 < 0.005 0.06 0.06 < 0.005 0.02 0.02 — 54.1 54.1 < 0.005 < 0.005 0.03 54.7
Day-Car
e
Center
0.01 0.01 0.01 0.09 < 0.005 < 0.005 0.03 0.03 < 0.005 0.01 0.01 — 27.4 27.4 < 0.005 < 0.005 0.02 27.7
Total 1.77 1.58 1.39 17.7 0.06 0.03 6.39 6.42 0.02 1.62 1.64 — 5,575 5,575 0.16 0.17 3.56 5,634
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4.1.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Researc
h
&
Development
13.6 12.2 9.40 146 0.47 0.19 49.3 49.5 0.18 12.5 12.7 — 48,231 48,231 1.27 1.34 68.4 48,730
General
Office
Building
0.07 0.06 0.05 0.72 < 0.005 < 0.005 0.24 0.24 < 0.005 0.06 0.06 — 239 239 0.01 0.01 0.34 241
Enclosed
Parking
with
Elevator
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 0.00
Parking
Lot
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 0.00
High
Turnover
(Sit Down
Restaurant)
0.14 0.12 0.09 1.44 < 0.005 < 0.005 0.49 0.49 < 0.005 0.12 0.13 — 478 478 0.01 0.01 0.68 482
Day-Car
e
Center
0.07 0.06 0.05 0.73 < 0.005 < 0.005 0.25 0.25 < 0.005 0.06 0.06 — 242 242 0.01 0.01 0.34 244
Total 13.9 12.5 9.58 149 0.48 0.20 50.3 50.5 0.18 12.7 12.9 — 49,189 49,189 1.30 1.37 69.7 49,698
Daily,
Winter
(Max)
——————————————————
Researc
h
&
Development
13.5 12.0 11.1 136 0.45 0.19 49.3 49.5 0.18 12.5 12.7 — 46,107 46,107 1.35 1.47 1.77 46,582
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General
Office
Building
0.07 0.06 0.06 0.67 < 0.005 < 0.005 0.24 0.24 < 0.005 0.06 0.06 — 228 228 0.01 0.01 0.01 231
Enclosed
Parking
with
Elevator
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 0.00
Parking
Lot
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 0.00
High
Turnover
(Sit Down
Restaurant)
0.13 0.12 0.11 1.34 < 0.005 < 0.005 0.49 0.49 < 0.005 0.12 0.13 — 457 457 0.01 0.01 0.02 461
Day-Car
e
Center
0.07 0.06 0.06 0.68 < 0.005 < 0.005 0.25 0.25 < 0.005 0.06 0.06 — 231 231 0.01 0.01 0.01 233
Total 13.7 12.3 11.3 138 0.46 0.20 50.3 50.5 0.18 12.7 12.9 — 47,023 47,023 1.38 1.50 1.81 47,507
Annual——————————————————
Researc
h
&
Development
1.74 1.55 1.37 17.3 0.06 0.03 6.27 6.29 0.02 1.59 1.61 — 5,466 5,466 0.16 0.17 3.49 5,524
General
Office
Building
0.01 0.01 0.01 0.09 < 0.005 < 0.005 0.03 0.03 < 0.005 0.01 0.01 — 27.1 27.1 < 0.005 < 0.005 0.02 27.3
Enclosed
Parking
with
Elevator
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 0.00
Parking
Lot
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 0.00
High
Turnover
(Sit Down
Restaurant)
0.02 0.02 0.01 0.17 < 0.005 < 0.005 0.06 0.06 < 0.005 0.02 0.02 — 54.1 54.1 < 0.005 < 0.005 0.03 54.7
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27.70.02<0.005<0.00527.427.4—0.010.01<0.0050.030.03<0.005< 0.0050.090.010.010.01Day-Car
e
Total 1.77 1.58 1.39 17.7 0.06 0.03 6.39 6.42 0.02 1.62 1.64 — 5,575 5,575 0.16 0.17 3.56 5,634
4.2. Energy
4.2.1. Electricity Emissions By Land Use - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Researc
h
&
Development
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
General
Office
Building
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Enclosed
Parking
with
Elevator
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Day-Car
e
Center
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
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Daily,
Winter
(Max)
——————————————————
Researc
h
&
Development
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
General
Office
Building
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Enclosed
Parking
with
Elevator
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Day-Car
e
Center
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Annual——————————————————
Researc
h
&
Development
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
General
Office
Building
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Enclosed
Parking
with
Elevator
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
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Parking
Lot
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Day-Car
e
Center
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
4.2.2. Electricity Emissions By Land Use - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Researc
h
&
Development
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
General
Office
Building
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Enclosed
Parking
with
Elevator
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
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Day-Car
Center
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Daily,
Winter
(Max)
——————————————————
Researc
h
&
Development
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
General
Office
Building
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Enclosed
Parking
with
Elevator
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Day-Car
e
Center
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Annual——————————————————
Researc
h
&
Development
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
General
Office
Building
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
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0.00—0.000.000.000.00————————————Enclosed
Parking
with
Elevator
Parking
Lot
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Day-Car
e
Center
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
4.2.3. Natural Gas Emissions By Land Use - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Researc
h
&
Development
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
General
Office
Building
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
Enclosed
Parking
with
Elevator
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
Parking
Lot
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
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High
Turnover
(Sit Down
Restaurant)
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
Day-Car
e
Center
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
Total 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
Daily,
Winter
(Max)
——————————————————
Researc
h
&
Development
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
General
Office
Building
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
Enclosed
Parking
with
Elevator
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
Parking
Lot
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
High
Turnover
(Sit Down
Restaurant)
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
Day-Car
e
Center
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
Total 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
Annual——————————————————
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0.00—0.000.000.000.00—0.00—0.000.00—0.000.000.000.000.000.00Researc
h
&
Development
General
Office
Building
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
Enclosed
Parking
with
Elevator
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
Parking
Lot
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
High
Turnover
(Sit Down
Restaurant)
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
Day-Car
e
Center
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
Total 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
4.2.4. Natural Gas Emissions By Land Use - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Researc
h
&
Development
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
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0.00—0.000.000.000.00—0.00—0.000.00—0.000.000.000.000.000.00General
Office
Building
Enclosed
Parking
with
Elevator
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
Parking
Lot
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
High
Turnover
(Sit Down
Restaurant)
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
Day-Car
e
Center
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
Total 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
Daily,
Winter
(Max)
——————————————————
Researc
h
&
Development
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
General
Office
Building
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
Enclosed
Parking
with
Elevator
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
Parking
Lot
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
High
Turnover
(Sit Down
Restaurant)
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
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Day-Car
Center
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
Total 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
Annual——————————————————
Researc
h
&
Development
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
General
Office
Building
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
Enclosed
Parking
with
Elevator
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
Parking
Lot
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
High
Turnover
(Sit Down
Restaurant)
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
Day-Car
e
Center
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
Total 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
4.3. Area Emissions by Source
4.3.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Source TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
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Consum
Products
—17.7————————————————
Architect
ural
Coatings
—2.44————————————————
Landsca
pe
Equipme
nt
10.7 9.83 0.50 59.8 < 0.005 0.11 — 0.11 0.08 — 0.08 — 246 246 0.01 < 0.005 — 247
Total 10.7 29.9 0.50 59.8 < 0.005 0.11 — 0.11 0.08 — 0.08 — 246 246 0.01 < 0.005 — 247
Daily,
Winter
(Max)
——————————————————
Consum
er
Products
—17.7————————————————
Architect
ural
Coatings
—2.44————————————————
Total—20.1————————————————
Annual——————————————————
Consum
er
Products
—3.23————————————————
Architect
ural
Coatings
—0.44————————————————
Landsca
pe
Equipme
nt
0.96 0.89 0.05 5.38 < 0.005 0.01 — 0.01 0.01 — 0.01 — 20.1 20.1 < 0.005 < 0.005 — 20.2
Total 0.96 4.56 0.05 5.38 < 0.005 0.01 — 0.01 0.01 — 0.01 — 20.1 20.1 < 0.005 < 0.005 — 20.2
4.3.2. Mitigated
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Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Source TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Consum
er
Products
—16.4————————————————
Architect
ural
Coatings
—1.11————————————————
Total—17.5————————————————
Daily,
Winter
(Max)
——————————————————
Consum
er
Products
—16.4————————————————
Architect
ural
Coatings
—1.11————————————————
Total—17.5————————————————
Annual——————————————————
Consum
er
Products
—2.99————————————————
Architect
ural
Coatings
—0.20————————————————
Total—3.19————————————————
4.4. Water Emissions by Land Use
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4.4.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Researc
h
&
Development
— — — — — — — — — — — 8.65 0.00 8.65 0.89 0.02 — 37.1
General
Office
Building
— — — — — — — — — — — 0.04 0.00 0.04 < 0.005 < 0.005 — 0.18
Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
High
Turnover
(Sit Down
Restaurant)
———————————0.090.000.090.01<0.005—0.37
Day-Car
e
Center
— — — — — — — — — — — 0.04 0.00 0.04 < 0.005 < 0.005 — 0.19
Total — — — — — — — — — — — 8.82 0.00 8.82 0.90 0.02 — 37.8
Daily,
Winter
(Max)
——————————————————
Researc
h
&
Development
— — — — — — — — — — — 8.65 0.00 8.65 0.89 0.02 — 37.1
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General
Office
Building
— — — — — — — — — — — 0.04 0.00 0.04 < 0.005 < 0.005 — 0.18
Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
High
Turnover
(Sit Down
Restaurant)
———————————0.090.000.090.01<0.005—0.37
Day-Car
e
Center
— — — — — — — — — — — 0.04 0.00 0.04 < 0.005 < 0.005 — 0.19
Total — — — — — — — — — — — 8.82 0.00 8.82 0.90 0.02 — 37.8
Annual——————————————————
Researc
h
&
Development
———————————1.430.001.430.15<0.005—6.14
General
Office
Building
— — — — — — — — — — — 0.01 0.00 0.01 < 0.005 < 0.005 — 0.03
Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — 0.01 0.00 0.01 < 0.005 < 0.005 — 0.06
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0.03—<0.005<0.0050.010.000.01———————————Day-Car
e
Total — — — — — — — — — — — 1.46 0.00 1.46 0.15 < 0.005 — 6.27
4.4.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Researc
h
&
Development
— — — — — — — — — — — 8.65 0.00 8.65 0.89 0.02 — 37.1
General
Office
Building
— — — — — — — — — — — 0.04 0.00 0.04 < 0.005 < 0.005 — 0.18
Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
High
Turnover
(Sit Down
Restaurant)
———————————0.090.000.090.01<0.005—0.37
Day-Car
e
Center
— — — — — — — — — — — 0.04 0.00 0.04 < 0.005 < 0.005 — 0.19
Total — — — — — — — — — — — 8.82 0.00 8.82 0.90 0.02 — 37.8
Daily,
Winter
(Max)
——————————————————
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Researc
&
Development
— — — — — — — — — — — 8.65 0.00 8.65 0.89 0.02 — 37.1
General
Office
Building
— — — — — — — — — — — 0.04 0.00 0.04 < 0.005 < 0.005 — 0.18
Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
High
Turnover
(Sit Down
Restaurant)
———————————0.090.000.090.01<0.005—0.37
Day-Car
e
Center
— — — — — — — — — — — 0.04 0.00 0.04 < 0.005 < 0.005 — 0.19
Total — — — — — — — — — — — 8.82 0.00 8.82 0.90 0.02 — 37.8
Annual——————————————————
Researc
h
&
Development
———————————1.430.001.430.15<0.005—6.14
General
Office
Building
— — — — — — — — — — — 0.01 0.00 0.01 < 0.005 < 0.005 — 0.03
Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
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0.06—<0.005<0.0050.010.000.01———————————High
Turnover
(Sit Down
Restaurant)
Day-Car
e
Center
— — — — — — — — — — — 0.01 0.00 0.01 < 0.005 < 0.005 — 0.03
Total — — — — — — — — — — — 1.46 0.00 1.46 0.15 < 0.005 — 6.27
4.5. Waste Emissions by Land Use
4.5.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Researc
h
&
Development
— — — — — — — — — — — 348 0.00 348 34.8 0.00 — 1,219
General
Office
Building
— — — — — — — — — — — 1.03 0.00 1.03 0.10 0.00 — 3.62
Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — 2.07 0.00 2.07 0.21 0.00 — 7.24
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Day-Car
Center
— — — — — — — — — — — 0.89 0.00 0.89 0.09 0.00 — 3.13
Total — — — — — — — — — — — 352 0.00 352 35.2 0.00 — 1,233
Daily,
Winter
(Max)
——————————————————
Researc
h
&
Development
— — — — — — — — — — — 348 0.00 348 34.8 0.00 — 1,219
General
Office
Building
— — — — — — — — — — — 1.03 0.00 1.03 0.10 0.00 — 3.62
Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — 2.07 0.00 2.07 0.21 0.00 — 7.24
Day-Car
e
Center
— — — — — — — — — — — 0.89 0.00 0.89 0.09 0.00 — 3.13
Total — — — — — — — — — — — 352 0.00 352 35.2 0.00 — 1,233
Annual——————————————————
Researc
h
&
Development
———————————57.70.0057.75.760.00—202
General
Office
Building
— — — — — — — — — — — 0.17 0.00 0.17 0.02 0.00 — 0.60
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0.00—0.000.000.000.000.00———————————Enclosed
Parking
with
Elevator
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — 0.34 0.00 0.34 0.03 0.00 — 1.20
Day-Car
e
Center
— — — — — — — — — — — 0.15 0.00 0.15 0.01 0.00 — 0.52
Total———————————58.30.0058.35.830.00—204
4.5.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Researc
h
&
Development
— — — — — — — — — — — 348 0.00 348 34.8 0.00 — 1,219
General
Office
Building
— — — — — — — — — — — 1.03 0.00 1.03 0.10 0.00 — 3.62
Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
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High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — 2.07 0.00 2.07 0.21 0.00 — 7.24
Day-Car
e
Center
— — — — — — — — — — — 0.89 0.00 0.89 0.09 0.00 — 3.13
Total — — — — — — — — — — — 352 0.00 352 35.2 0.00 — 1,233
Daily,
Winter
(Max)
——————————————————
Researc
h
&
Development
— — — — — — — — — — — 348 0.00 348 34.8 0.00 — 1,219
General
Office
Building
— — — — — — — — — — — 1.03 0.00 1.03 0.10 0.00 — 3.62
Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — 2.07 0.00 2.07 0.21 0.00 — 7.24
Day-Car
e
Center
— — — — — — — — — — — 0.89 0.00 0.89 0.09 0.00 — 3.13
Total — — — — — — — — — — — 352 0.00 352 35.2 0.00 — 1,233
Annual——————————————————
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202—0.005.7657.70.0057.7———————————Researc
h
&
Development
General
Office
Building
— — — — — — — — — — — 0.17 0.00 0.17 0.02 0.00 — 0.60
Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — 0.34 0.00 0.34 0.03 0.00 — 1.20
Day-Car
e
Center
— — — — — — — — — — — 0.15 0.00 0.15 0.01 0.00 — 0.52
Total———————————58.30.0058.35.830.00—204
4.6. Refrigerant Emissions by Land Use
4.6.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Researc
h
&
Development
————————————————20.620.6
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General
Office
Building
————————————————0.010.01
High
Turnover
(Sit Down
Restaurant)
————————————————12.512.5
Day-Car
e
Center
————————————————0.020.02
Total————————————————33.233.2
Daily,
Winter
(Max)
——————————————————
Researc
h
&
Development
————————————————20.620.6
General
Office
Building
————————————————0.010.01
High
Turnover
(Sit Down
Restaurant)
————————————————12.512.5
Day-Car
e
Center
————————————————0.020.02
Total————————————————33.233.2
Annual——————————————————
Researc
h
&
Development
————————————————3.423.42
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<0.005<0.005————————————————General
Office
Building
High
Turnover
(Sit Down
Restaurant)
————————————————2.072.07
Day-Car
e
Center
————————————————<0.005<0.005
Total————————————————5.495.49
4.6.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Researc
h
&
Development
————————————————20.620.6
General
Office
Building
————————————————0.010.01
High
Turnover
(Sit Down
Restaurant)
————————————————12.512.5
Day-Car
e
Center
————————————————0.020.02
Total————————————————33.233.2
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——————————————————Daily,
Winter
(Max)
Researc
h
&
Development
————————————————20.620.6
General
Office
Building
————————————————0.010.01
High
Turnover
(Sit Down
Restaurant)
————————————————12.512.5
Day-Car
e
Center
————————————————0.020.02
Total————————————————33.233.2
Annual——————————————————
Researc
h
&
Development
————————————————3.423.42
General
Office
Building
————————————————<0.005<0.005
High
Turnover
(Sit Down
Restaurant)
————————————————2.072.07
Day-Car
e
Center
————————————————<0.005<0.005
Total————————————————5.495.49
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4.7. Offroad Emissions By Equipment Type
4.7.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Equipme
nt
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Total——————————————————
Daily,
Winter
(Max)
——————————————————
Total——————————————————
Annual——————————————————
Total——————————————————
4.7.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Equipme
nt
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Total——————————————————
Daily,
Winter
(Max)
——————————————————
Total——————————————————
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Annual——————————————————
Total——————————————————
4.8. Stationary Emissions By Equipment Type
4.8.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Equipme
nt
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Emergen
cy
Generato
r
7.25 6.60 18.5 16.8 0.03 0.97 0.00 0.97 0.97 0.00 0.97 0.00 3,377 3,377 0.14 0.03 0.00 3,389
Total 7.25 6.60 18.5 16.8 0.03 0.97 0.00 0.97 0.97 0.00 0.97 0.00 3,377 3,377 0.14 0.03 0.00 3,389
Daily,
Winter
(Max)
——————————————————
Emergen
cy
Generato
r
7.25 6.60 18.5 16.8 0.03 0.97 0.00 0.97 0.97 0.00 0.97 0.00 3,377 3,377 0.14 0.03 0.00 3,389
Total 7.25 6.60 18.5 16.8 0.03 0.97 0.00 0.97 0.97 0.00 0.97 0.00 3,377 3,377 0.14 0.03 0.00 3,389
Annual——————————————————
Emergen
cy
Generato
r
1.09 0.99 2.77 2.53 < 0.005 0.15 0.00 0.15 0.15 0.00 0.15 0.00 460 460 0.02 < 0.005 0.00 461
Total 1.09 0.99 2.77 2.53 < 0.005 0.15 0.00 0.15 0.15 0.00 0.15 0.00 460 460 0.02 < 0.005 0.00 461
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4.8.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Equipme
nt
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Emergen
cy
Generato
r
7.25 6.60 18.5 16.8 0.03 0.97 0.00 0.97 0.97 0.00 0.97 0.00 3,377 3,377 0.14 0.03 0.00 3,389
Total 7.25 6.60 18.5 16.8 0.03 0.97 0.00 0.97 0.97 0.00 0.97 0.00 3,377 3,377 0.14 0.03 0.00 3,389
Daily,
Winter
(Max)
——————————————————
Emergen
cy
Generato
r
7.25 6.60 18.5 16.8 0.03 0.97 0.00 0.97 0.97 0.00 0.97 0.00 3,377 3,377 0.14 0.03 0.00 3,389
Total 7.25 6.60 18.5 16.8 0.03 0.97 0.00 0.97 0.97 0.00 0.97 0.00 3,377 3,377 0.14 0.03 0.00 3,389
Annual——————————————————
Emergen
cy
Generato
r
1.09 0.99 2.77 2.53 < 0.005 0.15 0.00 0.15 0.15 0.00 0.15 0.00 460 460 0.02 < 0.005 0.00 461
Total 1.09 0.99 2.77 2.53 < 0.005 0.15 0.00 0.15 0.15 0.00 0.15 0.00 460 460 0.02 < 0.005 0.00 461
4.9. User Defined Emissions By Equipment Type
4.9.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
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CO2eRN2OCH4CO2TNBCO2BCO2PM2.5TPM2.5DPM2.5EPM10TPM10DPM10ESO2CONOxROGTOGEquipme
nt
Daily,
Summer
(Max)
——————————————————
Total——————————————————
Daily,
Winter
(Max)
——————————————————
Total——————————————————
Annual——————————————————
Total——————————————————
4.9.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Equipme
nt
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Total——————————————————
Daily,
Winter
(Max)
——————————————————
Total——————————————————
Annual——————————————————
Total——————————————————
4.10. Soil Carbon Accumulation By Vegetation Type
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4.10.1. Soil Carbon Accumulation By Vegetation Type - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Vegetatio
n
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Total——————————————————
Daily,
Winter
(Max)
——————————————————
Total——————————————————
Annual——————————————————
Total——————————————————
4.10.2. Above and Belowground Carbon Accumulation by Land Use Type - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Total——————————————————
Daily,
Winter
(Max)
——————————————————
Total——————————————————
Annual——————————————————
Total——————————————————
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4.10.3. Avoided and Sequestered Emissions by Species - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Species TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Avoided — — — — — — — — — — — — — — — — — —
Vine
Maple
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -2.34 -2.34 — — — -2.34
Bigleaf
Maple
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.02 -1.02 — — — -1.02
Cyprus
Strawberry
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.27 -1.27 — — — -1.27
Strawber
ry
Tree
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 -0.01 > -0.005 > -0.005 > -0.005 — -8.43 -8.43 — — — -8.43
Snowbru
sh
Ceanoth
us
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.03 -1.03 — — — -1.03
CA
Redbud
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -2.84 -2.84 — — — -2.84
Monterey
Cyprus
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.25 -0.25 — — — -0.25
CA
Sycamore
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -2.06 -2.06 — — — -2.06
CA
Laurel
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.17 -0.17 — — — -0.17
Europea
n
Olive
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.25 -1.25 — — — -1.25
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-4.34———-4.34-4.34—> -0.005> -0.005> -0.005-0.01>-0.005> -0.005> -0.005—> -0.005> -0.005—Freemon
t
Cottonw
ood
Coastal
Live Oak
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 -0.01 > -0.005 > -0.005 > -0.005 — -6.96 -6.96 — — — -6.96
Red
Willow
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.52 -1.52 — — — -1.52
Coast
Redwood
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -4.70 -4.70 — — — -4.70
Subtotal — -0.02 > -0.005 — -0.01 -0.02 -0.02 -0.04 -0.01 -0.01 -0.01 — -38.2 -38.2 — — — -38.2
Sequest
ered
——————————————————
Vine
Maple
————————————-5.61-5.61———-5.61
Bigleaf
Maple
————————————-7.77-7.77———-7.77
Cyprus
Strawberry
————————————-1.73-1.73———-1.73
Strawber
ry
Tree
————————————-12.3-12.3———-12.3
Snowbru
sh
Ceanoth
us
————————————-6.90-6.90———-6.90
CA
Redbud
————————————-6.01-6.01———-6.01
Monterey
Cyprus
————————————-0.76-0.76———-0.76
CA
Sycamore
————————————-4.14-4.14———-4.14
CA
Laurel
————————————-0.78-0.78———-0.78
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-1.97———-1.97-1.97————————————Europea
n
Freemon
t
Cottonw
ood
————————————-40.9-40.9———-40.9
Coastal
Live Oak
————————————-16.4-16.4———-16.4
Red
Willow
————————————-11.2-11.2———-11.2
Coast
Redwood
————————————-13.6-13.6———-13.6
Subtotal — — — — — — — — — — — — -130 -130 — — — -130
Remove
d
——————————————————
Vine
Maple
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Bigleaf
Maple
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Cyprus
Strawberry
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Strawber
ry
Tree
— — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Snowbru
sh
Ceanoth
us
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
CA
Redbud
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Monterey
Cyprus
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
CA
Sycamore
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
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———————> -0.005> -0.005> -0.005>-0.005>-0.005> -0.005> -0.005—> -0.005——CA
Laurel
Europea
n
Olive
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Freemon
t
Cottonw
ood
— — -0.02 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Coastal
Live Oak
— — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Red
Willow
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Coast
Redwood
— — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Subtotal — — -0.06 — -0.01 -0.01 -0.01 -0.02 > -0.005 > -0.005 > -0.005 — — — — — — —
———————————————————
Total — -0.02 -0.07 — -0.02 -0.03 -0.03 -0.06 -0.01 -0.01 -0.02 — -168 -168 — — — -168
Daily,
Winter
(Max)
——————————————————
Avoided — — — — — — — — — — — — — — — — — —
Vine
Maple
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -2.34 -2.34 — — — -2.34
Bigleaf
Maple
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.02 -1.02 — — — -1.02
Cyprus
Strawberry
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.27 -1.27 — — — -1.27
Strawber
ry
Tree
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 -0.01 > -0.005 > -0.005 > -0.005 — -8.43 -8.43 — — — -8.43
Snowbru
sh
Ceanoth
us
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.03 -1.03 — — — -1.03
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CA
Redbud
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -2.84 -2.84 — — — -2.84
Monterey
Cyprus
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.25 -0.25 — — — -0.25
CA
Sycamore
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -2.06 -2.06 — — — -2.06
CA
Laurel
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.17 -0.17 — — — -0.17
Europea
n
Olive
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.25 -1.25 — — — -1.25
Freemon
t
Cottonw
ood
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 -0.01 > -0.005 > -0.005 > -0.005 — -4.34 -4.34 — — — -4.34
Coastal
Live Oak
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 -0.01 > -0.005 > -0.005 > -0.005 — -6.96 -6.96 — — — -6.96
Red
Willow
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.52 -1.52 — — — -1.52
Coast
Redwood
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -4.70 -4.70 — — — -4.70
Subtotal — -0.02 > -0.005 — -0.01 -0.02 -0.02 -0.04 -0.01 -0.01 -0.01 — -38.2 -38.2 — — — -38.2
Sequest
ered
——————————————————
Vine
Maple
————————————-5.61-5.61———-5.61
Bigleaf
Maple
————————————-7.77-7.77———-7.77
Cyprus
Strawberry
————————————-1.73-1.73———-1.73
Strawber
ry
Tree
————————————-12.3-12.3———-12.3
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-6.90———-6.90-6.90————————————Snowbru
sh
Ceanoth
CA
Redbud
————————————-6.01-6.01———-6.01
Monterey
Cyprus
————————————-0.76-0.76———-0.76
CA
Sycamore
————————————-4.14-4.14———-4.14
CA
Laurel
————————————-0.78-0.78———-0.78
Europea
n
Olive
————————————-1.97-1.97———-1.97
Freemon
t
Cottonw
ood
————————————-40.9-40.9———-40.9
Coastal
Live Oak
————————————-16.4-16.4———-16.4
Red
Willow
————————————-11.2-11.2———-11.2
Coast
Redwood
————————————-13.6-13.6———-13.6
Subtotal — — — — — — — — — — — — -130 -130 — — — -130
Remove
d
——————————————————
Vine
Maple
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Bigleaf
Maple
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Cyprus
Strawberry
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
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———————> -0.005> -0.005> -0.005>-0.005>-0.005> -0.005> -0.005—-0.01——Strawber
ry
Tree
Snowbru
sh
Ceanoth
us
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
CA
Redbud
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Monterey
Cyprus
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
CA
Sycamore
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
CA
Laurel
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Europea
n
Olive
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Freemon
t
Cottonw
ood
— — -0.02 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Coastal
Live Oak
— — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Red
Willow
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Coast
Redwood
— — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Subtotal — — -0.06 — -0.01 -0.01 -0.01 -0.02 > -0.005 > -0.005 > -0.005 — — — — — — —
———————————————————
Total — -0.02 -0.07 — -0.02 -0.03 -0.03 -0.06 -0.01 -0.01 -0.02 — -168 -168 — — — -168
Annual——————————————————
Avoided — — — — — — — — — — — — — — — — — —
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-0.39———-0.39-0.39—> -0.005> -0.005> -0.005>-0.005>-0.005> -0.005> -0.005—> -0.005> -0.005—Vine
Maple
Bigleaf
Maple
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.17 -0.17 — — — -0.17
Cyprus
Strawberry
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.21 -0.21 — — — -0.21
Strawber
ry
Tree
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.40 -1.40 — — — -1.40
Snowbru
sh
Ceanoth
us
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.17 -0.17 — — — -0.17
CA
Redbud
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.47 -0.47 — — — -0.47
Monterey
Cyprus
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.04 -0.04 — — — -0.04
CA
Sycamore
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.34 -0.34 — — — -0.34
CA
Laurel
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.03 -0.03 — — — -0.03
Europea
n
Olive
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.21 -0.21 — — — -0.21
Freemon
t
Cottonw
ood
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.72 -0.72 — — — -0.72
Coastal
Live Oak
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.15 -1.15 — — — -1.15
Red
Willow
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.25 -0.25 — — — -0.25
Coast
Redwood
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.78 -0.78 — — — -0.78
Subtotal — > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 -0.01 > -0.005 > -0.005 > -0.005 — -6.32 -6.32 — — — -6.32
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Sequest——————————————————
Vine
Maple
————————————-0.93-0.93———-0.93
Bigleaf
Maple
————————————-1.29-1.29———-1.29
Cyprus
Strawberry
————————————-0.29-0.29———-0.29
Strawber
ry
Tree
————————————-2.03-2.03———-2.03
Snowbru
sh
Ceanoth
us
————————————-1.14-1.14———-1.14
CA
Redbud
————————————-1.00-1.00———-1.00
Monterey
Cyprus
————————————-0.13-0.13———-0.13
CA
Sycamore
————————————-0.69-0.69———-0.69
CA
Laurel
————————————-0.13-0.13———-0.13
Europea
n
Olive
————————————-0.33-0.33———-0.33
Freemon
t
Cottonw
ood
————————————-6.78-6.78———-6.78
Coastal
Live Oak
————————————-2.72-2.72———-2.72
Red
Willow
————————————-1.85-1.85———-1.85
Coast
Redwood
————————————-2.26-2.26———-2.26
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Subtotal — — — — — — — — — — — — -21.5 -21.5 — — — -21.5
Remove
d
——————————————————
Vine
Maple
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Bigleaf
Maple
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Cyprus
Strawberry
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Strawber
ry
Tree
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Snowbru
sh
Ceanoth
us
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
CA
Redbud
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Monterey
Cyprus
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
CA
Sycamore
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
CA
Laurel
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Europea
n
Olive
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Freemon
t
Cottonw
ood
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Coastal
Live Oak
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Red
Willow
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
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Coast
Redwood
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Subtotal — — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
———————————————————
Total — > -0.005 -0.01 — > -0.005 -0.01 -0.01 -0.01 > -0.005 > -0.005 > -0.005 — -27.9 -27.9 — — — -27.9
4.10.4. Soil Carbon Accumulation By Vegetation Type - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Vegetatio
n
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Total——————————————————
Daily,
Winter
(Max)
——————————————————
Total——————————————————
Annual——————————————————
Total——————————————————
4.10.5. Above and Belowground Carbon Accumulation by Land Use Type - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Total——————————————————
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——————————————————Daily,
Winter
(Max)
Total——————————————————
Annual——————————————————
Total——————————————————
4.10.6. Avoided and Sequestered Emissions by Species - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Species TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Avoided — — — — — — — — — — — — — — — — — —
Vine
Maple
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -2.34 -2.34 — — — -2.34
Bigleaf
Maple
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.02 -1.02 — — — -1.02
Cyprus
Strawberry
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.27 -1.27 — — — -1.27
Strawber
ry
Tree
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 -0.01 > -0.005 > -0.005 > -0.005 — -8.43 -8.43 — — — -8.43
Snowbru
sh
Ceanoth
us
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.03 -1.03 — — — -1.03
CA
Redbud
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -2.84 -2.84 — — — -2.84
Monterey
Cyprus
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.25 -0.25 — — — -0.25
CA
Sycamore
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -2.06 -2.06 — — — -2.06
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CA
Laurel
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.17 -0.17 — — — -0.17
Europea
n
Olive
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.25 -1.25 — — — -1.25
Freemon
t
Cottonw
ood
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 -0.01 > -0.005 > -0.005 > -0.005 — -4.34 -4.34 — — — -4.34
Coastal
Live Oak
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 -0.01 > -0.005 > -0.005 > -0.005 — -6.96 -6.96 — — — -6.96
Red
Willow
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.52 -1.52 — — — -1.52
Coast
Redwood
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -4.70 -4.70 — — — -4.70
Subtotal — -0.02 > -0.005 — -0.01 -0.02 -0.02 -0.04 -0.01 -0.01 -0.01 — -38.2 -38.2 — — — -38.2
Sequest
ered
——————————————————
Vine
Maple
————————————-5.61-5.61———-5.61
Bigleaf
Maple
————————————-7.77-7.77———-7.77
Cyprus
Strawberry
————————————-1.73-1.73———-1.73
Strawber
ry
Tree
————————————-12.3-12.3———-12.3
Snowbru
sh
Ceanoth
us
————————————-6.90-6.90———-6.90
CA
Redbud
————————————-6.01-6.01———-6.01
Monterey
Cyprus
————————————-0.76-0.76———-0.76
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CA
Sycamore
————————————-4.14-4.14———-4.14
CA
Laurel
————————————-0.78-0.78———-0.78
Europea
n
Olive
————————————-1.97-1.97———-1.97
Freemon
t
Cottonw
ood
————————————-40.9-40.9———-40.9
Coastal
Live Oak
————————————-16.4-16.4———-16.4
Red
Willow
————————————-11.2-11.2———-11.2
Coast
Redwood
————————————-13.6-13.6———-13.6
Subtotal — — — — — — — — — — — — -130 -130 — — — -130
Remove
d
——————————————————
Vine
Maple
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Bigleaf
Maple
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Cyprus
Strawberry
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Strawber
ry
Tree
— — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Snowbru
sh
Ceanoth
us
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
CA
Redbud
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
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Monterey
Cyprus
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
CA
Sycamore
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
CA
Laurel
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Europea
n
Olive
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Freemon
t
Cottonw
ood
— — -0.02 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Coastal
Live Oak
— — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Red
Willow
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Coast
Redwood
— — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Subtotal — — -0.06 — -0.01 -0.01 -0.01 -0.02 > -0.005 > -0.005 > -0.005 — — — — — — —
———————————————————
Total — -0.02 -0.07 — -0.02 -0.03 -0.03 -0.06 -0.01 -0.01 -0.02 — -168 -168 — — — -168
Daily,
Winter
(Max)
——————————————————
Avoided — — — — — — — — — — — — — — — — — —
Vine
Maple
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -2.34 -2.34 — — — -2.34
Bigleaf
Maple
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.02 -1.02 — — — -1.02
Cyprus
Strawberry
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.27 -1.27 — — — -1.27
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-8.43———-8.43-8.43—> -0.005> -0.005> -0.005-0.01>-0.005> -0.005> -0.005—> -0.005> -0.005—Strawber
ry
Tree
Snowbru
sh
Ceanoth
us
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.03 -1.03 — — — -1.03
CA
Redbud
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -2.84 -2.84 — — — -2.84
Monterey
Cyprus
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.25 -0.25 — — — -0.25
CA
Sycamore
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -2.06 -2.06 — — — -2.06
CA
Laurel
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.17 -0.17 — — — -0.17
Europea
n
Olive
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.25 -1.25 — — — -1.25
Freemon
t
Cottonw
ood
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 -0.01 > -0.005 > -0.005 > -0.005 — -4.34 -4.34 — — — -4.34
Coastal
Live Oak
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 -0.01 > -0.005 > -0.005 > -0.005 — -6.96 -6.96 — — — -6.96
Red
Willow
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.52 -1.52 — — — -1.52
Coast
Redwood
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -4.70 -4.70 — — — -4.70
Subtotal — -0.02 > -0.005 — -0.01 -0.02 -0.02 -0.04 -0.01 -0.01 -0.01 — -38.2 -38.2 — — — -38.2
Sequest
ered
——————————————————
Vine
Maple
————————————-5.61-5.61———-5.61
Bigleaf
Maple
————————————-7.77-7.77———-7.77
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Cyprus
Strawberry
————————————-1.73-1.73———-1.73
Strawber
ry
Tree
————————————-12.3-12.3———-12.3
Snowbru
sh
Ceanoth
us
————————————-6.90-6.90———-6.90
CA
Redbud
————————————-6.01-6.01———-6.01
Monterey
Cyprus
————————————-0.76-0.76———-0.76
CA
Sycamore
————————————-4.14-4.14———-4.14
CA
Laurel
————————————-0.78-0.78———-0.78
Europea
n
Olive
————————————-1.97-1.97———-1.97
Freemon
t
Cottonw
ood
————————————-40.9-40.9———-40.9
Coastal
Live Oak
————————————-16.4-16.4———-16.4
Red
Willow
————————————-11.2-11.2———-11.2
Coast
Redwood
————————————-13.6-13.6———-13.6
Subtotal — — — — — — — — — — — — -130 -130 — — — -130
Remove
d
——————————————————
Vine
Maple
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
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Bigleaf
Maple
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Cyprus
Strawberry
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Strawber
ry
Tree
— — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Snowbru
sh
Ceanoth
us
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
CA
Redbud
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Monterey
Cyprus
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
CA
Sycamore
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
CA
Laurel
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Europea
n
Olive
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Freemon
t
Cottonw
ood
— — -0.02 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Coastal
Live Oak
— — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Red
Willow
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Coast
Redwood
— — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Subtotal — — -0.06 — -0.01 -0.01 -0.01 -0.02 > -0.005 > -0.005 > -0.005 — — — — — — —
———————————————————
Total — -0.02 -0.07 — -0.02 -0.03 -0.03 -0.06 -0.01 -0.01 -0.02 — -168 -168 — — — -168
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Annual——————————————————
Avoided — — — — — — — — — — — — — — — — — —
Vine
Maple
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.39 -0.39 — — — -0.39
Bigleaf
Maple
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.17 -0.17 — — — -0.17
Cyprus
Strawberry
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.21 -0.21 — — — -0.21
Strawber
ry
Tree
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.40 -1.40 — — — -1.40
Snowbru
sh
Ceanoth
us
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.17 -0.17 — — — -0.17
CA
Redbud
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.47 -0.47 — — — -0.47
Monterey
Cyprus
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.04 -0.04 — — — -0.04
CA
Sycamore
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.34 -0.34 — — — -0.34
CA
Laurel
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.03 -0.03 — — — -0.03
Europea
n
Olive
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.21 -0.21 — — — -0.21
Freemon
t
Cottonw
ood
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.72 -0.72 — — — -0.72
Coastal
Live Oak
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.15 -1.15 — — — -1.15
Red
Willow
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.25 -0.25 — — — -0.25
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-0.78———-0.78-0.78—> -0.005> -0.005> -0.005>-0.005>-0.005> -0.005> -0.005—> -0.005> -0.005—Coast
Redwood
Subtotal — > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 -0.01 > -0.005 > -0.005 > -0.005 — -6.32 -6.32 — — — -6.32
Sequest
ered
——————————————————
Vine
Maple
————————————-0.93-0.93———-0.93
Bigleaf
Maple
————————————-1.29-1.29———-1.29
Cyprus
Strawberry
————————————-0.29-0.29———-0.29
Strawber
ry
Tree
————————————-2.03-2.03———-2.03
Snowbru
sh
Ceanoth
us
————————————-1.14-1.14———-1.14
CA
Redbud
————————————-1.00-1.00———-1.00
Monterey
Cyprus
————————————-0.13-0.13———-0.13
CA
Sycamore
————————————-0.69-0.69———-0.69
CA
Laurel
————————————-0.13-0.13———-0.13
Europea
n
Olive
————————————-0.33-0.33———-0.33
Freemon
t
Cottonw
ood
————————————-6.78-6.78———-6.78
Coastal
Live Oak
————————————-2.72-2.72———-2.72
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Red
Willow
————————————-1.85-1.85———-1.85
Coast
Redwood
————————————-2.26-2.26———-2.26
Subtotal — — — — — — — — — — — — -21.5 -21.5 — — — -21.5
Remove
d
——————————————————
Vine
Maple
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Bigleaf
Maple
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Cyprus
Strawberry
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Strawber
ry
Tree
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Snowbru
sh
Ceanoth
us
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
CA
Redbud
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Monterey
Cyprus
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
CA
Sycamore
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
CA
Laurel
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Europea
n
Olive
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Freemon
t
Cottonw
ood
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
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Coastal
Live Oak
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Red
Willow
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Coast
Redwood
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Subtotal — — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
———————————————————
Total — > -0.005 -0.01 — > -0.005 -0.01 -0.01 -0.01 > -0.005 > -0.005 > -0.005 — -27.9 -27.9 — — — -27.9
5. Activity Data
5.1. Construction Schedule
Phase Name Phase Type Start Date End Date Days Per Week Work Days per Phase Phase Description
Rough Grading/Site Demo Grading 11/1/2028 12/18/2028 5.00 34.0 —
Deep Foundations Building Construction 11/18/2028 5/17/2029 5.00 129 —
Foundations Building Construction 3/26/2029 7/18/2029 5.00 83.0 —
Superstructure Building Construction 6/18/2029 6/26/2030 5.00 268 —
Building Enclosure Building Construction 4/17/2030 11/4/2030 5.00 144 —
Sitework Paving 9/21/2030 4/7/2031 5.00 141 —
Interior Buildout Architectural Coating 9/12/2029 11/21/2030 5.00 312 —
Startup/Inspections Architectural Coating 8/29/2030 5/1/2031 5.00 176 —
5.2. Off-Road Equipment
5.2.1. Unmitigated
Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor
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0.484238.002.00Tier 4 FinalDieselScrapersRough Grading/Site
Demo
Rough Grading/Site
Demo
Tractors/Loaders/Backh
oes
Diesel Tier 4 Final 2.00 8.00 84.0 0.37
Rough Grading/Site
Demo
Excavators Diesel Tier 4 Final 4.00 8.00 36.0 0.38
Rough Grading/Site
Demo
Forklifts Diesel Tier 4 Final 2.00 8.00 82.0 0.20
Deep Foundations Tractors/Loaders/Backh
oes
Diesel Tier 4 Final 2.00 8.00 84.0 0.37
Deep Foundations Pumps Diesel Tier 4 Final 3.00 12.0 11.0 0.74
Deep Foundations Bore/Drill Rigs Diesel Tier 3 2.00 12.0 83.0 0.50
Deep Foundations Forklifts Diesel Tier 4 Final 2.00 12.0 82.0 0.20
Foundations Forklifts Diesel Tier 4 Final 2.00 10.0 82.0 0.20
Foundations Pumps Diesel Tier 4 Final 3.00 10.0 11.0 0.74
Foundations Cranes Diesel Tier 4 Final 1.00 10.0 367 0.29
Superstructure Cranes Diesel Tier 4 Final 2.00 8.00 367 0.29
Superstructure Welders Diesel Tier 4 Final 8.00 8.00 46.0 0.45
Superstructure Forklifts Diesel Tier 4 Final 2.00 10.0 82.0 0.20
Superstructure Pumps Diesel Tier 4 Final 3.00 10.0 11.0 0.74
Superstructure Aerial Lifts Electric Tier 4 Final 2.00 10.0 46.0 0.31
Building Enclosure Forklifts Diesel Tier 4 Final 2.00 10.0 82.0 0.20
Building Enclosure Cranes Diesel Tier 4 Final 1.00 8.00 367 0.29
Building Enclosure Other Construction
Equipment
Diesel Tier 4 Final 4.00 8.00 82.0 0.42
Building Enclosure Aerial Lifts Electric Tier 4 Final 8.00 8.00 46.0 0.31
Building Enclosure Aerial Lifts Electric Tier 4 Final 2.00 10.0 46.0 0.31
Sitework Pumps Diesel Tier 4 Final 3.00 10.0 11.0 0.74
Sitework Cranes Diesel Tier 4 Final 1.00 10.0 367 0.29
Sitework Forklifts Diesel Tier 4 Final 1.00 10.0 82.0 0.20
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Interior Buildout Aerial Lifts Electric Tier 4 Final 20.0 8.00 46.0 0.31
Interior Buildout Forklifts Diesel Tier 4 Final 2.00 10.0 82.0 0.20
Interior Buildout Aerial Lifts Diesel Tier 4 Final 2.00 10.0 46.0 0.31
Startup/Inspections Forklifts Diesel Tier 4 Final 1.00 10.0 82.0 0.20
Startup/Inspections Aerial Lifts Electric Tier 4 Final 4.00 8.00 46.0 0.31
5.2.2. Mitigated
Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor
Rough Grading/Site
Demo
Scrapers Diesel Tier 4 Final 2.00 8.00 423 0.48
Rough Grading/Site
Demo
Tractors/Loaders/Backh
oes
Diesel Tier 4 Final 2.00 8.00 84.0 0.37
Rough Grading/Site
Demo
Excavators Diesel Tier 4 Final 4.00 8.00 36.0 0.38
Rough Grading/Site
Demo
Forklifts Diesel Tier 4 Final 2.00 8.00 82.0 0.20
Deep Foundations Tractors/Loaders/Backh
oes
Diesel Tier 4 Final 2.00 8.00 84.0 0.37
Deep Foundations Pumps Diesel Tier 4 Final 3.00 12.0 11.0 0.74
Deep Foundations Bore/Drill Rigs Diesel Tier 3 2.00 12.0 83.0 0.50
Deep Foundations Forklifts Diesel Tier 4 Final 2.00 12.0 82.0 0.20
Foundations Forklifts Diesel Tier 4 Final 2.00 10.0 82.0 0.20
Foundations Pumps Diesel Tier 4 Final 3.00 10.0 11.0 0.74
Foundations Cranes Diesel Tier 4 Final 1.00 10.0 367 0.29
Superstructure Cranes Diesel Tier 4 Final 2.00 8.00 367 0.29
Superstructure Welders Diesel Tier 4 Final 8.00 8.00 46.0 0.45
Superstructure Forklifts Diesel Tier 4 Final 2.00 10.0 82.0 0.20
Superstructure Pumps Diesel Tier 4 Final 3.00 10.0 11.0 0.74
Superstructure Aerial Lifts Electric Tier 4 Final 2.00 10.0 46.0 0.31
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Building Enclosure Forklifts Diesel Tier 4 Final 2.00 10.0 82.0 0.20
Building Enclosure Cranes Diesel Tier 4 Final 1.00 8.00 367 0.29
Building Enclosure Other Construction
Equipment
Diesel Tier 4 Final 4.00 8.00 82.0 0.42
Building Enclosure Aerial Lifts Electric Tier 4 Final 8.00 8.00 46.0 0.31
Building Enclosure Aerial Lifts Electric Tier 4 Final 2.00 10.0 46.0 0.31
Sitework Pumps Diesel Tier 4 Final 3.00 10.0 11.0 0.74
Sitework Cranes Diesel Tier 4 Final 1.00 10.0 367 0.29
Sitework Forklifts Diesel Tier 4 Final 1.00 10.0 82.0 0.20
Interior Buildout Aerial Lifts Electric Tier 4 Final 20.0 8.00 46.0 0.31
Interior Buildout Forklifts Diesel Tier 4 Final 2.00 10.0 82.0 0.20
Interior Buildout Aerial Lifts Diesel Tier 4 Final 2.00 10.0 46.0 0.31
Startup/Inspections Forklifts Diesel Tier 4 Final 1.00 10.0 82.0 0.20
Startup/Inspections Aerial Lifts Electric Tier 4 Final 4.00 8.00 46.0 0.31
5.3. Construction Vehicles
5.3.1. Unmitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix
Rough Grading/Site Demo — — — —
Rough Grading/Site Demo Worker 25.0 11.7 LDA,LDT1,LDT2
Rough Grading/Site Demo Vendor 0.00 8.40 HHDT,MHDT
Rough Grading/Site Demo Hauling 236 20.0 HHDT
Rough Grading/Site Demo Onsite truck 2.00 10.0 HHDT
Deep Foundations — — — —
Deep Foundations Worker 497 11.7 LDA,LDT1,LDT2
Deep Foundations Vendor 36.0 8.40 HHDT,MHDT
Deep Foundations Hauling 25.0 20.0 HHDT
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Deep Foundations Onsite truck 2.00 10.0 HHDT
Foundations — — — —
Foundations Worker 497 11.7 LDA,LDT1,LDT2
Foundations Vendor 125 8.40 HHDT,MHDT
Foundations Hauling 0.00 20.0 HHDT
Foundations Onsite truck 2.00 10.0 HHDT
Superstructure — — — —
Superstructure Worker 497 11.7 LDA,LDT1,LDT2
Superstructure Vendor 50.0 8.40 HHDT,MHDT
Superstructure Hauling 5.00 20.0 HHDT
Superstructure Onsite truck 2.00 10.0 HHDT
Building Enclosure — — — —
Building Enclosure Worker 497 11.7 LDA,LDT1,LDT2
Building Enclosure Vendor 0.00 8.40 HHDT,MHDT
Building Enclosure Hauling 8.00 20.0 HHDT
Building Enclosure Onsite truck 2.00 10.0 HHDT
Sitework————
Sitework Worker 12.5 11.7 LDA,LDT1,LDT2
Sitework Vendor 12.0 8.40 HHDT,MHDT
Sitework Hauling 0.00 20.0 HHDT
Sitework Onsite truck 0.00 10.0 HHDT
Interior Buildout — — — —
Interior Buildout Worker 397 11.7 LDA,LDT1,LDT2
Interior Buildout Vendor 20.0 8.40 HHDT,MHDT
Interior Buildout Hauling 0.00 20.0 HHDT
Interior Buildout Onsite truck 0.00 10.0 HHDT
Startup/Inspections — — — —
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Startup/Inspections Worker 386 11.7 LDA,LDT1,LDT2
Startup/Inspections Vendor 6.00 8.40 HHDT,MHDT
Startup/Inspections Hauling 0.00 20.0 HHDT
Startup/Inspections Onsite truck 0.00 10.0 HHDT
5.3.2. Mitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix
Rough Grading/Site Demo — — — —
Rough Grading/Site Demo Worker 25.0 11.7 LDA,LDT1,LDT2
Rough Grading/Site Demo Vendor 0.00 8.40 HHDT,MHDT
Rough Grading/Site Demo Hauling 236 20.0 HHDT
Rough Grading/Site Demo Onsite truck 2.00 10.0 HHDT
Deep Foundations — — — —
Deep Foundations Worker 497 11.7 LDA,LDT1,LDT2
Deep Foundations Vendor 36.0 8.40 HHDT,MHDT
Deep Foundations Hauling 25.0 20.0 HHDT
Deep Foundations Onsite truck 2.00 10.0 HHDT
Foundations — — — —
Foundations Worker 497 11.7 LDA,LDT1,LDT2
Foundations Vendor 125 8.40 HHDT,MHDT
Foundations Hauling 0.00 20.0 HHDT
Foundations Onsite truck 2.00 10.0 HHDT
Superstructure — — — —
Superstructure Worker 497 11.7 LDA,LDT1,LDT2
Superstructure Vendor 50.0 8.40 HHDT,MHDT
Superstructure Hauling 5.00 20.0 HHDT
Superstructure Onsite truck 2.00 10.0 HHDT
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Building Enclosure — — — —
Building Enclosure Worker 497 11.7 LDA,LDT1,LDT2
Building Enclosure Vendor 0.00 8.40 HHDT,MHDT
Building Enclosure Hauling 8.00 20.0 HHDT
Building Enclosure Onsite truck 2.00 10.0 HHDT
Sitework————
Sitework Worker 12.5 11.7 LDA,LDT1,LDT2
Sitework Vendor 12.0 8.40 HHDT,MHDT
Sitework Hauling 0.00 20.0 HHDT
Sitework Onsite truck 0.00 10.0 HHDT
Interior Buildout — — — —
Interior Buildout Worker 397 11.7 LDA,LDT1,LDT2
Interior Buildout Vendor 20.0 8.40 HHDT,MHDT
Interior Buildout Hauling 0.00 20.0 HHDT
Interior Buildout Onsite truck 0.00 10.0 HHDT
Startup/Inspections — — — —
Startup/Inspections Worker 386 11.7 LDA,LDT1,LDT2
Startup/Inspections Vendor 6.00 8.40 HHDT,MHDT
Startup/Inspections Hauling 0.00 20.0 HHDT
Startup/Inspections Onsite truck 0.00 10.0 HHDT
5.4. Vehicles
5.4.1. Construction Vehicle Control Strategies
Non-applicable. No control strategies activated by user.
5.5. Architectural Coatings
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Parking Area Coated (sq ft)Phase Name Residential Interior Area Coated
(sq ft)
Residential Exterior Area Coated
(sq ft)
Non-Residential Interior Area
Coated (sq ft)
Non-Residential Exterior Area
Coated (sq ft)
Interior Buildout 0.00 0.00 806,604 265,339 21,955
5.6. Dust Mitigation
5.6.1. Construction Earthmoving Activities
Phase Name Material Imported (Cubic Yards)Material Exported (Cubic Yards)Acres Graded (acres)Material Demolished (sq. ft.)Acres Paved (acres)
Rough Grading/Site Demo 850,000 0.00 68.0 0.00 —
Sitework 0.00 0.00 35.3 0.00 70.5
5.6.2. Construction Earthmoving Control Strategies
Non-applicable. No control strategies activated by user.
5.7. Construction Paving
Land Use Area Paved (acres)% Asphalt
Research & Development 0.00 0%
General Office Building 0.00 0%
Enclosed Parking with Elevator 70.5 100%
Parking Lot 0.00 0%
High Turnover (Sit Down Restaurant) 0.00 0%
Day-Care Center 0.00 0%
5.8. Construction Electricity Consumption and Emissions Factors
kWh per Year and Emission Factor (lb/MWh)
Year kWh per Year CO2 CH4 N2O
2028 2,392,000 100.0 0.03 < 0.005
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2029 2,392,000 100.0 0.03 < 0.005
2030 2,392,000 100.0 0.03 < 0.005
2031 2,392,000 100.0 0.03 < 0.005
5.9. Operational Mobile Sources
5.9.1. Unmitigated
Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Year VMT/Weekday VMT/Saturday VMT/Sunday VMT/Year
Research &
Development
4,794 0.00 0.00 1,249,766 69,987 0.00 0.00 18,246,578
General Office
Building
23.7 0.00 0.00 6,187 346 0.00 0.00 90,330
Enclosed Parking
with Elevator
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
High Turnover (Sit
Down Restaurant)
47.5 0.00 0.00 12,374 693 0.00 0.00 180,659
Day-Care Center 24.0 0.00 0.00 6,264 351 0.00 0.00 91,459
5.9.2. Mitigated
Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Year VMT/Weekday VMT/Saturday VMT/Sunday VMT/Year
Research &
Development
4,794 0.00 0.00 1,249,766 69,987 0.00 0.00 18,246,578
General Office
Building
23.7 0.00 0.00 6,187 346 0.00 0.00 90,330
Enclosed Parking
with Elevator
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
High Turnover (Sit
Down Restaurant)
47.5 0.00 0.00 12,374 693 0.00 0.00 180,659
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Day-Care Center 24.0 0.00 0.00 6,264 351 0.00 0.00 91,459
5.10. Operational Area Sources
5.10.1. Hearths
5.10.1.1. Unmitigated
5.10.1.2. Mitigated
5.10.2. Architectural Coatings
Residential Interior Area Coated (sq ft)Residential Exterior Area Coated (sq ft)Non-Residential Interior Area Coated
(sq ft)
Non-Residential Exterior Area Coated
(sq ft)
Parking Area Coated (sq ft)
0 0.00 1,260,898 414,783 34,321
5.10.3. Landscape Equipment
Season Unit Value
Snow Days day/yr 0.00
Summer Days day/yr 180
5.10.4. Landscape Equipment - Mitigated
Season Unit Value
Snow Days day/yr 0.00
Summer Days day/yr 180
5.11. Operational Energy Consumption
5.11.1. Unmitigated
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Electricity (kWh/yr) and CO2 and CH4 and N2O and Natural Gas (kBTU/yr)
Land Use Electricity (kWh/yr)CO2 CH4 N2O Natural Gas (kBTU/yr)
Research & Development 27,921,457 0.00 0.0000 0.0000 0.00
General Office Building 138,225 0.00 0.0000 0.0000 0.00
Enclosed Parking with Elevator 2,036,308 0.00 0.0000 0.0000 0.00
Parking Lot 17,858 0.00 0.0000 0.0000 0.00
High Turnover (Sit Down
Restaurant)
276,450 0.00 0.0000 0.0000 0.00
Day-Care Center 139,953 0.00 0.0000 0.0000 0.00
5.11.2. Mitigated
Electricity (kWh/yr) and CO2 and CH4 and N2O and Natural Gas (kBTU/yr)
Land Use Electricity (kWh/yr)CO2 CH4 N2O Natural Gas (kBTU/yr)
Research & Development 27,921,457 0.00 0.0000 0.0000 0.00
General Office Building 138,225 0.00 0.0000 0.0000 0.00
Enclosed Parking with Elevator 2,036,308 0.00 0.0000 0.0000 0.00
Parking Lot 17,858 0.00 0.0000 0.0000 0.00
High Turnover (Sit Down
Restaurant)
276,450 0.00 0.0000 0.0000 0.00
Day-Care Center 139,953 0.00 0.0000 0.0000 0.00
5.12. Operational Water and Wastewater Consumption
5.12.1. Unmitigated
Land Use Indoor Water (gal/year)Outdoor Water (gal/year)
Research & Development 4,514,903 925,765
General Office Building 22,351 4,583
Enclosed Parking with Elevator 0.00 0.00
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Parking Lot 0.00 0.00
High Turnover (Sit Down Restaurant) 44,702 9,166
Day-Care Center 22,630 4,640
5.12.2. Mitigated
Land Use Indoor Water (gal/year)Outdoor Water (gal/year)
Research & Development 4,514,903 925,765
General Office Building 22,351 4,583
Enclosed Parking with Elevator 0.00 0.00
Parking Lot 0.00 0.00
High Turnover (Sit Down Restaurant) 44,702 9,166
Day-Care Center 22,630 4,640
5.13. Operational Waste Generation
5.13.1. Unmitigated
Land Use Waste (ton/year)Cogeneration (kWh/year)
Research & Development 646 —
General Office Building 1.92 —
Enclosed Parking with Elevator 0.00 —
Parking Lot 0.00 —
High Turnover (Sit Down Restaurant) 3.84 —
Day-Care Center 1.66 —
5.13.2. Mitigated
Land Use Waste (ton/year)Cogeneration (kWh/year)
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Research & Development 646 —
General Office Building 1.92 —
Enclosed Parking with Elevator 0.00 —
Parking Lot 0.00 —
High Turnover (Sit Down Restaurant) 3.84 —
Day-Care Center 1.66 —
5.14. Operational Refrigeration and Air Conditioning Equipment
5.14.1. Unmitigated
Land Use Type Equipment Type Refrigerant GWP Quantity (kg)Operations Leak Rate Service Leak Rate Times Serviced
Research &
Development
Household refrigerators
and/or freezers
R-134a 1,430 0.45 0.60 0.00 1.00
Research &
Development
Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
General Office Building Household refrigerators
and/or freezers
R-134a 1,430 0.02 0.60 0.00 1.00
General Office Building Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
High Turnover (Sit
Down Restaurant)
Household refrigerators
and/or freezers
R-134a 1,430 0.00 0.60 0.00 1.00
High Turnover (Sit
Down Restaurant)
Other commercial A/C
and heat pumps
R-410A 2,088 1.80 4.00 4.00 18.0
High Turnover (Sit
Down Restaurant)
Walk-in refrigerators
and freezers
R-404A 3,922 < 0.005 7.50 7.50 20.0
Day-Care Center Household refrigerators
and/or freezers
R-134a 1,430 0.02 0.60 0.00 1.00
Day-Care Center Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
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1.000.001.00<0.0051,430R-134aDay-Care Center Stand-alone retail
refrigerators and
freezers
Day-Care Center Walk-in refrigerators
and freezers
R-404A 3,922 < 0.005 7.50 7.50 20.0
5.14.2. Mitigated
Land Use Type Equipment Type Refrigerant GWP Quantity (kg)Operations Leak Rate Service Leak Rate Times Serviced
Research &
Development
Household refrigerators
and/or freezers
R-134a 1,430 0.45 0.60 0.00 1.00
Research &
Development
Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
General Office Building Household refrigerators
and/or freezers
R-134a 1,430 0.02 0.60 0.00 1.00
General Office Building Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
High Turnover (Sit
Down Restaurant)
Household refrigerators
and/or freezers
R-134a 1,430 0.00 0.60 0.00 1.00
High Turnover (Sit
Down Restaurant)
Other commercial A/C
and heat pumps
R-410A 2,088 1.80 4.00 4.00 18.0
High Turnover (Sit
Down Restaurant)
Walk-in refrigerators
and freezers
R-404A 3,922 < 0.005 7.50 7.50 20.0
Day-Care Center Household refrigerators
and/or freezers
R-134a 1,430 0.02 0.60 0.00 1.00
Day-Care Center Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
Day-Care Center Stand-alone retail
refrigerators and
freezers
R-134a 1,430 < 0.005 1.00 0.00 1.00
Day-Care Center Walk-in refrigerators
and freezers
R-404A 3,922 < 0.005 7.50 7.50 20.0
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5.15. Operational Off-Road Equipment
5.15.1. Unmitigated
Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor
5.15.2. Mitigated
Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor
5.16. Stationary Sources
5.16.1. Emergency Generators and Fire Pumps
Equipment Type Fuel Type Number per Day Hours per Day Hours per Year Horsepower Load Factor
Emergency Generator Diesel 12.0 0.50 150 671 0.73
5.16.2. Process Boilers
Equipment Type Fuel Type Number Boiler Rating (MMBtu/hr)Daily Heat Input (MMBtu/day)Annual Heat Input (MMBtu/yr)
5.17. User Defined
Equipment Type Fuel Type
5.18. Vegetation
5.18.1. Land Use Change
5.18.1.1. Unmitigated
Vegetation Land Use Type Vegetation Soil Type Initial Acres Final Acres
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5.18.1.2. Mitigated
Vegetation Land Use Type Vegetation Soil Type Initial Acres Final Acres
5.18.1. Biomass Cover Type
5.18.1.1. Unmitigated
Biomass Cover Type Initial Acres Final Acres
5.18.1.2. Mitigated
Biomass Cover Type Initial Acres Final Acres
5.18.2. Sequestration
5.18.2.1. Unmitigated
Tree Type Number Electricity Saved (kWh/year)Natural Gas Saved (btu/year)
Vine Maple 25.0 34,890 113
Bigleaf Maple 10.0 15,189 49.0
Cyprus Strawberry 8.50 15,729 77.8
Strawberry Tree 42.0 77,721 385
Snowbrush Ceanothus 27.0 13,666 58.8
CA Redbud 28.5 42,277 137
Monterey Cyprus 4.00 3,547 12.8
Strawberry Tree 14.5 26,832 133
CA Sycamore 12.5 13,499 43.4
CA Laurel 1.00 2,094 10.5
European Olive 7.00 15,413 77.1
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CA Sycamore 16.0 17,279 55.5
Freemont Cottonwood 41.5 64,563 209
Coastal Live Oak 49.5 87,068 422
Red Willow 17.0 22,636 73.0
Coast Redwood 27.0 57,793 291
5.18.2.2. Mitigated
Tree Type Number Electricity Saved (kWh/year)Natural Gas Saved (btu/year)
Vine Maple 25.0 34,890 113
Bigleaf Maple 10.0 15,189 49.0
Cyprus Strawberry 8.50 15,729 77.8
Strawberry Tree 42.0 77,721 385
Snowbrush Ceanothus 27.0 13,666 58.8
CA Redbud 28.5 42,277 137
Monterey Cyprus 4.00 3,547 12.8
Strawberry Tree 14.5 26,832 133
CA Sycamore 12.5 13,499 43.4
CA Laurel 1.00 2,094 10.5
European Olive 7.00 15,413 77.1
CA Sycamore 16.0 17,279 55.5
Freemont Cottonwood 41.5 64,563 209
Coastal Live Oak 49.5 87,068 422
Red Willow 17.0 22,636 73.0
Coast Redwood 27.0 57,793 291
6. Climate Risk Detailed Report
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6.1. Climate Risk Summary
Cal-Adapt midcentury 2040–2059 average projections for four hazards are reported below for your project location. These are under Representation Concentration Pathway (RCP) 8.5 which assumes GHG
emissions will continue to rise strongly through 2050 and then plateau around 2100.
Climate Hazard Result for Project Location Unit
Temperature and Extreme Heat 5.92 annual days of extreme heat
Extreme Precipitation 9.00 annual days with precipitation above 20 mm
Sea Level Rise 0.00 meters of inundation depth
Wildfire 17.7 annual hectares burned
Temperature and Extreme Heat data are for grid cell in which your project are located. The projection is based on the 98th historical percentile of daily maximum/minimum temperatures from observed
historical data (32 climate model ensemble from Cal-Adapt, 2040–2059 average under RCP 8.5). Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.
Extreme Precipitation data are for the grid cell in which your project are located. The threshold of 20 mm is equivalent to about ¾ an inch of rain, which would be light to moderate rainfall if received over a full
day or heavy rain if received over a period of 2 to 4 hours. Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.
Sea Level Rise data are for the grid cell in which your project are located. The projections are from Radke et al. (2017), as reported in Cal-Adapt (Radke et al., 2017, CEC-500-2017-008), and consider
inundation location and depth for the San Francisco Bay, the Sacramento-San Joaquin River Delta and California coast resulting different increments of sea level rise coupled with extreme storm events.
Users may select from four scenarios to view the range in potential inundation depth for the grid cell. The four scenarios are: No rise, 0.5 meter, 1.0 meter, 1.41 meters
Wildfire data are for the grid cell in which your project are located. The projections are from UC Davis, as reported in Cal-Adapt (2040–2059 average under RCP 8.5), and consider historical data of climate,
vegetation, population density, and large (> 400 ha) fire history. Users may select from four model simulations to view the range in potential wildfire probabilities for the grid cell. The four simulations make
different assumptions about expected rainfall and temperature are: Warmer/drier (HadGEM2-ES), Cooler/wetter (CNRM-CM5), Average conditions (CanESM2), Range of different rainfall and temperature
possibilities (MIROC5). Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.
6.2. Initial Climate Risk Scores
Climate Hazard Exposure Score Sensitivity Score Adaptive Capacity Score Vulnerability Score
Temperature and Extreme Heat N/A N/A N/A N/A
Extreme Precipitation 3 0 0 N/A
Sea Level Rise 1 0 0 N/A
Wildfire 1 0 0 N/A
Flooding N/A N/A N/A N/A
Drought N/A N/A N/A N/A
Snowpack Reduction N/A N/A N/A N/A
Air Quality Degradation 0 0 0 N/A
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The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the greatest
exposure.
The adaptive capacity of a project refers to its ability to manage and reduce vulnerabilities from projected climate hazards. Adaptive capacity is rated on a scale of 1 to 5, with a score of 5 representing the
greatest ability to adapt.
The overall vulnerability scores are calculated based on the potential impacts and adaptive capacity assessments for each hazard. Scores do not include implementation of climate risk reduction measures.
6.3. Adjusted Climate Risk Scores
Climate Hazard Exposure Score Sensitivity Score Adaptive Capacity Score Vulnerability Score
Temperature and Extreme Heat N/A N/A N/A N/A
Extreme Precipitation 3 1 1 3
Sea Level Rise 1 1 1 2
Wildfire 1 1 1 2
Flooding N/A N/A N/A N/A
Drought N/A N/A N/A N/A
Snowpack Reduction N/A N/A N/A N/A
Air Quality Degradation 1 1 1 2
The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the greatest
exposure.
The adaptive capacity of a project refers to its ability to manage and reduce vulnerabilities from projected climate hazards. Adaptive capacity is rated on a scale of 1 to 5, with a score of 5 representing the
greatest ability to adapt.
The overall vulnerability scores are calculated based on the potential impacts and adaptive capacity assessments for each hazard. Scores include implementation of climate risk reduction measures.
6.4. Climate Risk Reduction Measures
7. Health and Equity Details
7.1. CalEnviroScreen 4.0 Scores
The maximum CalEnviroScreen score is 100. A high score (i.e., greater than 50) reflects a higher pollution burden compared to other census tracts in the state.
Indicator Result for Project Census Tract
Exposure Indicators —
AQ-Ozone 7.52
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AQ-PM 32.9
AQ-DPM 94.6
Drinking Water 54.0
Lead Risk Housing 79.7
Pesticides 0.00
Toxic Releases 37.7
Traffic 80.8
Effect Indicators —
CleanUp Sites 98.9
Groundwater 99.7
Haz Waste Facilities/Generators 99.9
Impaired Water Bodies 87.0
Solid Waste 97.2
Sensitive Population —
Asthma 68.9
Cardio-vascular 48.4
Low Birth Weights 53.2
Socioeconomic Factor Indicators —
Education 60.6
Housing 43.3
Linguistic 57.8
Poverty 54.4
Unemployment 64.5
7.2. Healthy Places Index Scores
The maximum Health Places Index score is 100. A high score (i.e., greater than 50) reflects healthier community conditions compared to other census tracts in the state.
Indicator Result for Project Census Tract
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Economic —
Above Poverty 65.03272167
Employed 87.75824458
Median HI 74.04080585
Education —
Bachelor's or higher 46.97805723
High school enrollment 100
Preschool enrollment 45.37405364
Transportation —
Auto Access 59.70742974
Active commuting 58.00076992
Social —
2-parent households 88.6179905
Voting 71.10227127
Neighborhood —
Alcohol availability 29.00038496
Park access 52.72680611
Retail density 91.04324394
Supermarket access 82.92056974
Tree canopy 62.40215578
Housing —
Homeownership 71.67971256
Housing habitability 43.62889773
Low-inc homeowner severe housing cost burden 60.7596561
Low-inc renter severe housing cost burden 17.45155909
Uncrowded housing 55.74233286
Health Outcomes —
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Insured adults 81.30373412
Arthritis 0.0
Asthma ER Admissions 27.1
High Blood Pressure 0.0
Cancer (excluding skin)0.0
Asthma 0.0
Coronary Heart Disease 0.0
Chronic Obstructive Pulmonary Disease 0.0
Diagnosed Diabetes 0.0
Life Expectancy at Birth 20.5
Cognitively Disabled 68.5
Physically Disabled 47.8
Heart Attack ER Admissions 48.9
Mental Health Not Good 0.0
Chronic Kidney Disease 0.0
Obesity 0.0
Pedestrian Injuries 93.9
Physical Health Not Good 0.0
Stroke 0.0
Health Risk Behaviors —
Binge Drinking 0.0
Current Smoker 0.0
No Leisure Time for Physical Activity 0.0
Climate Change Exposures —
Wildfire Risk 0.0
SLR Inundation Area 55.0
Children 61.0
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Elderly 24.3
English Speaking 24.7
Foreign-born 88.7
Outdoor Workers 57.0
Climate Change Adaptive Capacity —
Impervious Surface Cover 16.5
Traffic Density 73.3
Traffic Access 71.5
Other Indices —
Hardship 46.7
Other Decision Support —
2016 Voting 55.7
7.3. Overall Health & Equity Scores
Metric Result for Project Census Tract
CalEnviroScreen 4.0 Score for Project Location (a) 83.0
Healthy Places Index Score for Project Location (b) 75.0
Project Located in a Designated Disadvantaged Community (Senate Bill 535) Yes
Project Located in a Low-Income Community (Assembly Bill 1550) Yes
Project Located in a Community Air Protection Program Community (Assembly Bill 617) No
a: The maximum CalEnviroScreen score is 100. A high score (i.e., greater than 50) reflects a higher pollution burden compared to other census tracts in the state.
b: The maximum Health Places Index score is 100. A high score (i.e., greater than 50) reflects healthier community conditions compared to other census tracts in the state.
7.4. Health & Equity Measures
No Health & Equity Measures selected.
7.5. Evaluation Scorecard
Health & Equity Evaluation Scorecard not completed.
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7.6. Health & Equity Custom Measures
No Health & Equity Custom Measures created.
8. User Changes to Default Data
Screen Justification
Characteristics: Utility Information Peninsula Clean Energy would be energy provider. Building would be all electric.
Construction: Construction Phases Applicant provided info.
Construction: Off-Road Equipment Applicant provided info.
Construction: Off-Road Equipment EF EF for electric equipment entered manually.
Construction: Dust From Material Movement Applicant provided info.
Construction: Demolition Applicant provided info - existing square footage of all buildings.
Construction: Trips and VMT Worker trips = default; 2 "buggies" per phase except last three phases operating less than 10 miles a
day.
Construction: On-Road Fugitive Dust 2023 BAAQMD guidance - change silt load to 0.5
Construction: Architectural Coatings Arch coating phase will most likely occur during interior buildout.
Construction: Paving Applicant provided info.
Construction: Electricity Applicant provided info.
Operations: Generators + Pumps EF Generators will be Tier 2. Used BAAQMD 2023 Guidance, which explains defaults are Tier 2 values.
Operations: Energy Use Applicant provided info.
Operations: Water and Waste Water Applicant provided info.
Operations: Solid Waste Applicant Provided Info.
Operations: Emergency Generators and Fire Pumps Applicant provided info
Operations: Vehicle Data Applicant provided information.
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I131 South - Construction and Operation - 2/7/2024 Detailed Report
Table of Contents
1. Basic Project Information
1.1. Basic Project Information
1.2. Land Use Types
1.3. User-Selected Emission Reduction Measures by Emissions Sector
2. Emissions Summary
2.1. Construction Emissions Compared Against Thresholds
2.2. Construction Emissions by Year, Unmitigated
2.3. Construction Emissions by Year, Mitigated
2.4. Operations Emissions Compared Against Thresholds
2.5. Operations Emissions by Sector, Unmitigated
2.6. Operations Emissions by Sector, Mitigated
3. Construction Emissions Details
3.1. Building & Demo/Abatement (2026) - Unmitigated
3.2. Building & Demo/Abatement (2026) - Mitigated
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3.3. Rough Grading/Site Demo (2026) - Unmitigated
3.4. Rough Grading/Site Demo (2026) - Mitigated
3.5. Deep Foundations (2026) - Unmitigated
3.6. Deep Foundations (2026) - Mitigated
3.7. Foundations (2026) - Unmitigated
3.8. Foundations (2026) - Mitigated
3.9. Superstructure (2026) - Unmitigated
3.10. Superstructure (2026) - Mitigated
3.11. Superstructure (2027) - Unmitigated
3.12. Superstructure (2027) - Mitigated
3.13. Building Enclosure (2027) - Unmitigated
3.14. Building Enclosure (2027) - Mitigated
3.15. Building Enclosure (2028) - Unmitigated
3.16. Building Enclosure (2028) - Mitigated
3.17. Sitework (2028) - Unmitigated
3.18. Sitework (2028) - Mitigated
3.19. Interior Buildout (2027) - Unmitigated
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3.20. Interior Buildout (2027) - Mitigated
3.21. Interior Buildout (2028) - Unmitigated
3.22. Interior Buildout (2028) - Mitigated
3.23. Startup/Inspections (2028) - Unmitigated
3.24. Startup/Inspections (2028) - Mitigated
3.25. Decommissioning (2057) - Unmitigated
3.26. Decommissioning (2057) - Mitigated
4. Operations Emissions Details
4.1. Mobile Emissions by Land Use
4.1.1. Unmitigated
4.1.2. Mitigated
4.2. Energy
4.2.1. Electricity Emissions By Land Use - Unmitigated
4.2.2. Electricity Emissions By Land Use - Mitigated
4.2.3. Natural Gas Emissions By Land Use - Unmitigated
4.2.4. Natural Gas Emissions By Land Use - Mitigated
4.3. Area Emissions by Source
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4.3.1. Unmitigated
4.3.2. Mitigated
4.4. Water Emissions by Land Use
4.4.1. Unmitigated
4.4.2. Mitigated
4.5. Waste Emissions by Land Use
4.5.1. Unmitigated
4.5.2. Mitigated
4.6. Refrigerant Emissions by Land Use
4.6.1. Unmitigated
4.6.2. Mitigated
4.7. Offroad Emissions By Equipment Type
4.7.1. Unmitigated
4.7.2. Mitigated
4.8. Stationary Emissions By Equipment Type
4.8.1. Unmitigated
4.8.2. Mitigated
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4.9. User Defined Emissions By Equipment Type
4.9.1. Unmitigated
4.9.2. Mitigated
4.10. Soil Carbon Accumulation By Vegetation Type
4.10.1. Soil Carbon Accumulation By Vegetation Type - Unmitigated
4.10.2. Above and Belowground Carbon Accumulation by Land Use Type - Unmitigated
4.10.3. Avoided and Sequestered Emissions by Species - Unmitigated
4.10.4. Soil Carbon Accumulation By Vegetation Type - Mitigated
4.10.5. Above and Belowground Carbon Accumulation by Land Use Type - Mitigated
4.10.6. Avoided and Sequestered Emissions by Species - Mitigated
5. Activity Data
5.1. Construction Schedule
5.2. Off-Road Equipment
5.2.1. Unmitigated
5.2.2. Mitigated
5.3. Construction Vehicles
5.3.1. Unmitigated
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5.3.2. Mitigated
5.4. Vehicles
5.4.1. Construction Vehicle Control Strategies
5.5. Architectural Coatings
5.6. Dust Mitigation
5.6.1. Construction Earthmoving Activities
5.6.2. Construction Earthmoving Control Strategies
5.7. Construction Paving
5.8. Construction Electricity Consumption and Emissions Factors
5.9. Operational Mobile Sources
5.9.1. Unmitigated
5.9.2. Mitigated
5.10. Operational Area Sources
5.10.1. Hearths
5.10.1.1. Unmitigated
5.10.1.2. Mitigated
5.10.2. Architectural Coatings
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5.10.3. Landscape Equipment
5.10.4. Landscape Equipment - Mitigated
5.11. Operational Energy Consumption
5.11.1. Unmitigated
5.11.2. Mitigated
5.12. Operational Water and Wastewater Consumption
5.12.1. Unmitigated
5.12.2. Mitigated
5.13. Operational Waste Generation
5.13.1. Unmitigated
5.13.2. Mitigated
5.14. Operational Refrigeration and Air Conditioning Equipment
5.14.1. Unmitigated
5.14.2. Mitigated
5.15. Operational Off-Road Equipment
5.15.1. Unmitigated
5.15.2. Mitigated
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5.16. Stationary Sources
5.16.1. Emergency Generators and Fire Pumps
5.16.2. Process Boilers
5.17. User Defined
5.18. Vegetation
5.18.1. Land Use Change
5.18.1.1. Unmitigated
5.18.1.2. Mitigated
5.18.1. Biomass Cover Type
5.18.1.1. Unmitigated
5.18.1.2. Mitigated
5.18.2. Sequestration
5.18.2.1. Unmitigated
5.18.2.2. Mitigated
6. Climate Risk Detailed Report
6.1. Climate Risk Summary
6.2. Initial Climate Risk Scores
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6.3. Adjusted Climate Risk Scores
6.4. Climate Risk Reduction Measures
7. Health and Equity Details
7.1. CalEnviroScreen 4.0 Scores
7.2. Healthy Places Index Scores
7.3. Overall Health & Equity Scores
7.4. Health & Equity Measures
7.5. Evaluation Scorecard
7.6. Health & Equity Custom Measures
8. User Changes to Default Data
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1. Basic Project Information
1.1. Basic Project Information
Data Field Value
Project Name I131 South - Construction and Operation - 2/7/2024
Construction Start Date 1/1/2026
Operational Year 2028
Lead Agency —
Land Use Scale Project/site
Analysis Level for Defaults County
Windspeed (m/s)4.60
Precipitation (days)37.8
Location 131 Terminal Ct, South San Francisco, CA 94080, USA
County San Mateo
City South San Francisco
Air District Bay Area AQMD
Air Basin San Francisco Bay Area
TAZ 1292
EDFZ 1
Electric Utility Peninsula Clean Energy
Gas Utility PacificGas&Electric
App Version 2022.1.1.21
1.2. Land Use Types
Land Use Subtype Size Unit Lot Acreage Building Area (sq ft)Landscape Area (sq
ft)
Special Landscape
Area (sq ft)
Population Description
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Research &
Development
824 1000sqft 18.9 824,000 66,934 0.00 — —
High Turnover (Sit
Down Restaurant)
19.0 1000sqft 0.44 19,000 1,543 0.00 — —
General Office
Building
17.0 1000sqft 0.39 17,000 1,381 0.00 — —
Enclosed Parking
with Elevator
453 1000sqft 10.4 453,034 0.00 0.00 — —
Parking Lot 62.0 Space 0.56 0.00 0.00 0.00 — —
Health Club 20.0 1000sqft 0.46 20,000 1,625 0.00 — —
1.3. User-Selected Emission Reduction Measures by Emissions Sector
Sector #Measure Title
Construction C-10-A Water Exposed Surfaces
Construction C-10-B Water Active Demolition Sites
Construction C-10-C Water Unpaved Construction Roads
Construction C-11 Limit Vehicle Speeds on Unpaved Roads
Construction C-12 Sweep Paved Roads
Area Sources AS-1 Use Low-VOC Cleaning Supplies
Area Sources LL-1 Replace Gas Powered Landscape Equipment with Zero-Emission
Landscape Equipment
Area Sources AS-2 Use Low-VOC Paints
2. Emissions Summary
2.1. Construction Emissions Compared Against Thresholds
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Un/Mit.TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
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Daily,
Summer
(Max)
——————————————————
Unmit. 5.64 23.3 43.0 84.8 0.19 0.60 107 107 0.57 17.6 17.8 — 32,727 32,727 3.60 3.36 52.0 33,871
Mit. 5.64 23.3 43.0 84.8 0.19 0.60 59.1 59.3 0.57 12.9 13.1 — 32,727 32,727 3.60 3.36 52.0 33,871
%
Reduced
——————45%44%—27%27%———————
Daily,
Winter
(Max)
——————————————————
Unmit. 5.62 23.9 44.8 82.3 0.19 0.60 107 107 0.57 17.6 17.8 — 32,503 32,503 3.61 3.49 1.35 33,636
Mit. 5.62 23.9 44.8 82.3 0.19 0.60 59.1 59.3 0.57 12.9 13.1 — 32,503 32,503 3.61 3.49 1.35 33,636
%
Reduced
——————45%44%—27%27%———————
Average
Daily
(Max)
——————————————————
Unmit. 2.01 14.5 13.0 39.0 0.06 0.18 45.2 45.3 0.18 7.86 7.94 — 10,921 10,921 1.05 0.94 8.07 11,236
Mit. 2.01 14.5 13.0 39.0 0.06 0.18 27.2 27.2 0.18 6.06 6.14 — 10,921 10,921 1.05 0.94 8.07 11,236
%
Reduced
——————40%40%—23%23%———————
Annual
(Max)
——————————————————
Unmit. 0.37 2.64 2.37 7.13 0.01 0.03 8.25 8.27 0.03 1.44 1.45 — 1,808 1,808 0.17 0.16 1.34 1,860
Mit. 0.37 2.64 2.37 7.13 0.01 0.03 4.96 4.97 0.03 1.11 1.12 — 1,808 1,808 0.17 0.16 1.34 1,860
%
Reduced
——————40%40%—23%23%———————
2.2. Construction Emissions by Year, Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Year TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
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Daily -
Summer
(Max)
——————————————————
2026 5.64 2.80 43.0 80.2 0.19 0.60 105 106 0.57 16.2 16.8 — 32,727 32,727 3.60 3.36 52.0 33,871
2027 4.17 23.3 18.2 84.8 0.09 0.17 107 107 0.16 17.6 17.8 — 21,173 21,173 0.90 0.58 33.8 21,402
2028 1.89 22.6 4.79 33.7 0.03 0.05 26.3 26.3 0.05 6.48 6.53 — 9,518 9,518 0.43 0.20 15.4 9,603
Daily -
Winter
(Max)
——————————————————
2026 5.62 2.95 44.8 79.1 0.19 0.60 105 106 0.57 16.2 16.8 — 32,503 32,503 3.61 3.49 1.35 33,636
2027 4.16 23.3 18.9 82.3 0.09 0.17 107 107 0.16 17.6 17.8 — 20,594 20,594 0.96 0.58 0.87 20,791
2028 3.22 23.9 8.18 60.8 0.06 0.11 72.4 72.5 0.11 13.5 13.6 — 15,931 15,931 0.70 0.35 0.65 16,053
Average
Daily
——————————————————
2026 2.01 1.21 13.0 29.7 0.06 0.18 41.7 41.9 0.18 6.57 6.75 — 10,921 10,921 1.05 0.94 8.07 11,236
2027 2.01 14.5 10.2 39.0 0.05 0.08 45.2 45.3 0.08 7.86 7.94 — 10,530 10,530 0.60 0.31 7.23 10,646
2028 0.79 5.26 1.77 14.1 0.01 0.02 14.1 14.1 0.02 2.96 2.99 — 4,399 4,399 0.33 0.10 2.74 4,440
Annual——————————————————
2026 0.37 0.22 2.37 5.42 0.01 0.03 7.62 7.65 0.03 1.20 1.23 — 1,808 1,808 0.17 0.16 1.34 1,860
2027 0.37 2.64 1.86 7.13 0.01 0.02 8.25 8.27 0.01 1.44 1.45 — 1,743 1,743 0.10 0.05 1.20 1,763
2028 0.14 0.96 0.32 2.57 < 0.005 < 0.005 2.57 2.57 < 0.005 0.54 0.54 — 728 728 0.06 0.02 0.45 735
2.3. Construction Emissions by Year, Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Year TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily -
Summer
(Max)
——————————————————
2026 5.64 2.80 43.0 80.2 0.19 0.60 51.3 51.9 0.57 10.5 11.1 — 32,727 32,727 3.60 3.36 52.0 33,871
2027 4.17 23.3 18.2 84.8 0.09 0.17 59.1 59.3 0.16 12.9 13.1 — 21,173 21,173 0.90 0.58 33.8 21,402
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2028 1.89 22.6 4.79 33.7 0.03 0.05 26.3 26.3 0.05 6.48 6.53 — 9,518 9,518 0.43 0.20 15.4 9,603
Daily -
Winter
(Max)
——————————————————
2026 5.62 2.95 44.8 79.1 0.19 0.60 51.3 51.9 0.57 10.5 11.1 — 32,503 32,503 3.61 3.49 1.35 33,636
2027 4.16 23.3 18.9 82.3 0.09 0.17 59.1 59.3 0.16 12.9 13.1 — 20,594 20,594 0.96 0.58 0.87 20,791
2028 3.22 23.9 8.18 60.8 0.06 0.11 48.6 48.7 0.11 11.2 11.3 — 15,931 15,931 0.70 0.35 0.65 16,053
Average
Daily
——————————————————
2026 2.01 1.21 13.0 29.7 0.06 0.18 21.1 21.3 0.18 4.49 4.67 — 10,921 10,921 1.05 0.94 8.07 11,236
2027 2.01 14.5 10.2 39.0 0.05 0.08 27.2 27.2 0.08 6.06 6.14 — 10,530 10,530 0.60 0.31 7.23 10,646
2028 0.79 5.26 1.77 14.1 0.01 0.02 11.3 11.3 0.02 2.68 2.71 — 4,399 4,399 0.33 0.10 2.74 4,440
Annual——————————————————
2026 0.37 0.22 2.37 5.42 0.01 0.03 3.86 3.89 0.03 0.82 0.85 — 1,808 1,808 0.17 0.16 1.34 1,860
2027 0.37 2.64 1.86 7.13 0.01 0.02 4.96 4.97 0.01 1.11 1.12 — 1,743 1,743 0.10 0.05 1.20 1,763
2028 0.14 0.96 0.32 2.57 < 0.005 < 0.005 2.06 2.06 < 0.005 0.49 0.49 — 728 728 0.06 0.02 0.45 735
2.4. Operations Emissions Compared Against Thresholds
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Un/Mit.TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Unmit. 34.1 52.3 31.3 246 0.56 1.30 53.6 54.9 1.28 13.6 14.9 386 58,594 58,979 40.3 1.65 183 60,661
Mit. 23.7 40.0 30.8 188 0.55 1.20 53.6 54.8 1.20 13.6 14.8 386 58,355 58,741 40.3 1.65 183 60,422
%
Reduced
30% 24% 2% 24% 1% 8% — < 0.5% 6% — 1% — < 0.5% < 0.5% < 0.5% < 0.5% — < 0.5%
Daily,
Winter
(Max)
——————————————————
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Unmit. 23.5 42.6 33.1 177 0.53 1.20 53.6 54.8 1.20 13.6 14.8 386 55,911 56,297 40.4 1.81 54.3 57,899
Mit. 23.5 39.8 33.1 177 0.53 1.20 53.6 54.8 1.20 13.6 14.8 386 55,911 56,297 40.4 1.81 54.3 57,899
%
Reduced
—7%————————————————
Average
Daily
(Max)
——————————————————
Unmit. 22.5 41.8 25.2 154 0.38 1.00 37.4 38.4 1.00 9.47 10.5 386 40,465 40,851 39.8 1.26 91.7 42,314
Mit. 17.4 34.3 25.0 125 0.38 0.95 37.4 38.3 0.96 9.47 10.4 386 40,347 40,733 39.8 1.26 91.7 42,196
%
Reduced
23% 18% 1% 19% < 0.5% 5% — < 0.5% 4% — < 0.5% — < 0.5% < 0.5% < 0.5% < 0.5% — < 0.5%
Annual
(Max)
——————————————————
Unmit. 4.11 7.63 4.60 28.1 0.07 0.18 6.82 7.00 0.18 1.73 1.91 63.9 6,699 6,763 6.60 0.21 15.2 7,006
Mit. 3.18 6.26 4.56 22.9 0.07 0.17 6.82 6.99 0.18 1.73 1.90 63.9 6,680 6,744 6.60 0.21 15.2 6,986
%
Reduced
23% 18% 1% 19% < 0.5% 5% — < 0.5% 4% — < 0.5% — < 0.5% < 0.5% < 0.5% < 0.5% — < 0.5%
2.5. Operations Emissions by Sector, Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Sector TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Mobile 16.5 14.8 12.4 171 0.54 0.26 53.7 53.9 0.24 13.6 13.8 — 55,146 55,146 1.54 1.60 132 55,794
Area 10.3 31.0 0.49 58.0 < 0.005 0.10 — 0.10 0.08 — 0.08 — 238 238 0.01 < 0.005 — 239
Energy 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
Water — — — — — — — — — — — 9.42 0.00 9.42 0.97 0.02 — 40.4
Waste — — — — — — — — — — — 376 0.00 376 37.6 0.00 — 1,317
Refrig.————————————————50.950.9
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Stationar 7.25 6.60 18.5 16.8 0.03 0.97 0.00 0.97 0.97 0.00 0.97 0.00 3,377 3,377 0.14 0.03 0.00 3,389
Vegetatio
n
— -0.02 -0.07 — -0.02 -0.03 -0.03 -0.06 -0.01 -0.01 -0.02 — -168 -168 — — — -168
Total 34.1 52.3 31.3 246 0.56 1.30 53.6 54.9 1.28 13.6 14.9 386 58,594 58,979 40.3 1.65 183 60,661
Daily,
Winter
(Max)
——————————————————
Mobile 16.3 14.6 14.7 160 0.52 0.26 53.7 53.9 0.24 13.6 13.8 — 52,702 52,702 1.66 1.76 3.43 53,271
Area—21.5————————————————
Energy 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
Water — — — — — — — — — — — 9.42 0.00 9.42 0.97 0.02 — 40.4
Waste — — — — — — — — — — — 376 0.00 376 37.6 0.00 — 1,317
Refrig.————————————————50.950.9
Stationar
y
7.25 6.60 18.5 16.8 0.03 0.97 0.00 0.97 0.97 0.00 0.97 0.00 3,377 3,377 0.14 0.03 0.00 3,389
Vegetatio
n
— -0.02 -0.07 — -0.02 -0.03 -0.03 -0.06 -0.01 -0.01 -0.02 — -168 -168 — — — -168
Total 23.5 42.6 33.1 177 0.53 1.20 53.6 54.8 1.20 13.6 14.8 386 55,911 56,297 40.4 1.81 54.3 57,899
Average
Daily
——————————————————
Mobile 11.5 10.3 9.89 112 0.37 0.19 37.4 37.6 0.17 9.48 9.65 — 37,740 37,740 1.15 1.21 40.8 38,171
Area 5.09 26.1 0.24 28.6 < 0.005 0.05 — 0.05 0.04 — 0.04 — 118 118 < 0.005 < 0.005 — 118
Energy 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
Water — — — — — — — — — — — 9.42 0.00 9.42 0.97 0.02 — 40.4
Waste — — — — — — — — — — — 376 0.00 376 37.6 0.00 — 1,317
Refrig.————————————————50.950.9
Stationar
y
5.96 5.43 15.2 13.8 0.03 0.80 0.00 0.80 0.80 0.00 0.80 0.00 2,776 2,776 0.11 0.02 0.00 2,785
Vegetatio
n
— -0.02 -0.07 — -0.02 -0.03 -0.03 -0.06 -0.01 -0.01 -0.02 — -168 -168 — — — -168
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Total 22.5 41.8 25.2 154 0.38 1.00 37.4 38.4 1.00 9.47 10.5 386 40,465 40,851 39.8 1.26 91.7 42,314
Annual——————————————————
Mobile 2.10 1.87 1.80 20.4 0.07 0.03 6.82 6.86 0.03 1.73 1.76 — 6,248 6,248 0.19 0.20 6.76 6,320
Area 0.93 4.77 0.04 5.22 < 0.005 0.01 — 0.01 0.01 — 0.01 — 19.5 19.5 < 0.005 < 0.005 — 19.5
Energy 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
Water — — — — — — — — — — — 1.56 0.00 1.56 0.16 < 0.005 — 6.69
Waste———————————62.30.0062.36.230.00—218
Refrig.————————————————8.438.43
Stationar
y
1.09 0.99 2.77 2.53 < 0.005 0.15 0.00 0.15 0.15 0.00 0.15 0.00 460 460 0.02 < 0.005 0.00 461
Vegetatio
n
— > -0.005 -0.01 — > -0.005 -0.01 -0.01 -0.01 > -0.005 > -0.005 > -0.005 — -27.9 -27.9 — — — -27.9
Total 4.11 7.63 4.60 28.1 0.07 0.18 6.82 7.00 0.18 1.73 1.91 63.9 6,699 6,763 6.60 0.21 15.2 7,006
2.6. Operations Emissions by Sector, Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Sector TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Mobile 16.5 14.8 12.4 171 0.54 0.26 53.7 53.9 0.24 13.6 13.8 — 55,146 55,146 1.54 1.60 132 55,794
Area—18.6————————————————
Energy 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
Water — — — — — — — — — — — 9.42 0.00 9.42 0.97 0.02 — 40.4
Waste — — — — — — — — — — — 376 0.00 376 37.6 0.00 — 1,317
Refrig.————————————————50.950.9
Stationar
y
7.25 6.60 18.5 16.8 0.03 0.97 0.00 0.97 0.97 0.00 0.97 0.00 3,377 3,377 0.14 0.03 0.00 3,389
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-168———-168-168—-0.02-0.01-0.01-0.06-0.03-0.03-0.02—-0.07-0.02—Vegetatio
n
Total 23.7 40.0 30.8 188 0.55 1.20 53.6 54.8 1.20 13.6 14.8 386 58,355 58,741 40.3 1.65 183 60,422
Daily,
Winter
(Max)
——————————————————
Mobile 16.3 14.6 14.7 160 0.52 0.26 53.7 53.9 0.24 13.6 13.8 — 52,702 52,702 1.66 1.76 3.43 53,271
Area—18.6————————————————
Energy 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
Water — — — — — — — — — — — 9.42 0.00 9.42 0.97 0.02 — 40.4
Waste — — — — — — — — — — — 376 0.00 376 37.6 0.00 — 1,317
Refrig.————————————————50.950.9
Stationar
y
7.25 6.60 18.5 16.8 0.03 0.97 0.00 0.97 0.97 0.00 0.97 0.00 3,377 3,377 0.14 0.03 0.00 3,389
Vegetatio
n
— -0.02 -0.07 — -0.02 -0.03 -0.03 -0.06 -0.01 -0.01 -0.02 — -168 -168 — — — -168
Total 23.5 39.8 33.1 177 0.53 1.20 53.6 54.8 1.20 13.6 14.8 386 55,911 56,297 40.4 1.81 54.3 57,899
Average
Daily
——————————————————
Mobile 11.5 10.3 9.89 112 0.37 0.19 37.4 37.6 0.17 9.48 9.65 — 37,740 37,740 1.15 1.21 40.8 38,171
Area—18.6————————————————
Energy 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
Water — — — — — — — — — — — 9.42 0.00 9.42 0.97 0.02 — 40.4
Waste — — — — — — — — — — — 376 0.00 376 37.6 0.00 — 1,317
Refrig.————————————————50.950.9
Stationar
y
5.96 5.43 15.2 13.8 0.03 0.80 0.00 0.80 0.80 0.00 0.80 0.00 2,776 2,776 0.11 0.02 0.00 2,785
Vegetatio
n
— -0.02 -0.07 — -0.02 -0.03 -0.03 -0.06 -0.01 -0.01 -0.02 — -168 -168 — — — -168
Total 17.4 34.3 25.0 125 0.38 0.95 37.4 38.3 0.96 9.47 10.4 386 40,347 40,733 39.8 1.26 91.7 42,196
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Annual——————————————————
Mobile 2.10 1.87 1.80 20.4 0.07 0.03 6.82 6.86 0.03 1.73 1.76 — 6,248 6,248 0.19 0.20 6.76 6,320
Area—3.40————————————————
Energy 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
Water — — — — — — — — — — — 1.56 0.00 1.56 0.16 < 0.005 — 6.69
Waste———————————62.30.0062.36.230.00—218
Refrig.————————————————8.438.43
Stationar
y
1.09 0.99 2.77 2.53 < 0.005 0.15 0.00 0.15 0.15 0.00 0.15 0.00 460 460 0.02 < 0.005 0.00 461
Vegetatio
n
— > -0.005 -0.01 — > -0.005 -0.01 -0.01 -0.01 > -0.005 > -0.005 > -0.005 — -27.9 -27.9 — — — -27.9
Total 3.18 6.26 4.56 22.9 0.07 0.17 6.82 6.99 0.18 1.73 1.90 63.9 6,680 6,744 6.60 0.21 15.2 6,986
3. Construction Emissions Details
3.1. Building & Demo/Abatement (2026) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.26 0.26 2.44 14.9 0.02 0.05 — 0.05 0.05 — 0.05 — 2,548 2,548 0.10 0.02 — 2,556
Onsite
truck
0.01 < 0.005 0.14 0.09 < 0.005 < 0.005 29.4 29.4 < 0.005 2.94 2.94 — 78.5 78.5 0.01 0.01 < 0.005 82.5
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——————————————————Average
Daily
Off-Road
Equipment
0.03 0.03 0.28 1.72 < 0.005 0.01 — 0.01 0.01 — 0.01 — 293 293 0.01 < 0.005 — 294
Onsite
truck
< 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 3.04 3.04 < 0.005 0.30 0.30 — 9.03 9.03 < 0.005 < 0.005 0.01 9.50
Annual——————————————————
Off-Road
Equipment
0.01 0.01 0.05 0.31 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 48.5 48.5 < 0.005 < 0.005 — 48.7
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.55 0.55 < 0.005 0.06 0.06 — 1.50 1.50 < 0.005 < 0.005 < 0.005 1.57
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Daily,
Winter
(Max)
——————————————————
Worker 0.04 0.04 0.04 0.47 0.00 0.00 0.60 0.60 0.00 0.15 0.15 — 133 133 < 0.005 0.01 0.01 135
Vendor 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 0.00
Hauling 1.96 0.27 17.9 12.0 0.07 0.13 9.27 9.40 0.13 2.38 2.51 — 11,377 11,377 1.69 1.80 0.57 11,956
Average
Daily
——————————————————
Worker 0.01 < 0.005 < 0.005 0.05 0.00 0.00 0.07 0.07 0.00 0.02 0.02 — 15.4 15.4 < 0.005 < 0.005 0.02 15.6
Vendor 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 0.00
Hauling 0.23 0.03 2.03 1.38 0.01 0.02 1.04 1.06 0.02 0.27 0.28 — 1,309 1,309 0.19 0.21 1.08 1,377
Annual——————————————————
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 2.55 2.55 < 0.005 < 0.005 < 0.005 2.59
Vendor 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 0.00
Hauling 0.04 0.01 0.37 0.25 < 0.005 < 0.005 0.19 0.19 < 0.005 0.05 0.05 — 217 217 0.03 0.03 0.18 228
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3.2. Building & Demo/Abatement (2026) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.26 0.26 2.44 14.9 0.02 0.05 — 0.05 0.05 — 0.05 — 2,548 2,548 0.10 0.02 — 2,556
Onsite
truck
0.01 < 0.005 0.14 0.09 < 0.005 < 0.005 5.70 5.70 < 0.005 0.57 0.57 — 78.5 78.5 0.01 0.01 < 0.005 82.5
Average
Daily
——————————————————
Off-Road
Equipment
0.03 0.03 0.28 1.72 < 0.005 0.01 — 0.01 0.01 — 0.01 — 293 293 0.01 < 0.005 — 294
Onsite
truck
< 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 0.59 0.59 < 0.005 0.06 0.06 — 9.03 9.03 < 0.005 < 0.005 0.01 9.50
Annual——————————————————
Off-Road
Equipment
0.01 0.01 0.05 0.31 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 48.5 48.5 < 0.005 < 0.005 — 48.7
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.11 0.11 < 0.005 0.01 0.01 — 1.50 1.50 < 0.005 < 0.005 < 0.005 1.57
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Daily,
Winter
(Max)
——————————————————
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Worker 0.04 0.04 0.04 0.47 0.00 0.00 0.60 0.60 0.00 0.15 0.15 — 133 133 < 0.005 0.01 0.01 135
Vendor 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 0.00
Hauling 1.96 0.27 17.9 12.0 0.07 0.13 9.27 9.40 0.13 2.38 2.51 — 11,377 11,377 1.69 1.80 0.57 11,956
Average
Daily
——————————————————
Worker 0.01 < 0.005 < 0.005 0.05 0.00 0.00 0.07 0.07 0.00 0.02 0.02 — 15.4 15.4 < 0.005 < 0.005 0.02 15.6
Vendor 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 0.00
Hauling 0.23 0.03 2.03 1.38 0.01 0.02 1.04 1.06 0.02 0.27 0.28 — 1,309 1,309 0.19 0.21 1.08 1,377
Annual——————————————————
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 2.55 2.55 < 0.005 < 0.005 < 0.005 2.59
Vendor 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 0.00
Hauling 0.04 0.01 0.37 0.25 < 0.005 < 0.005 0.19 0.19 < 0.005 0.05 0.05 — 217 217 0.03 0.03 0.18 228
3.3. Rough Grading/Site Demo (2026) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.53 0.53 4.95 28.8 0.05 0.10 — 0.10 0.10 — 0.10 — 5,240 5,240 0.21 0.04 — 5,258
Dust
From
Material
Movement
——————5.035.03—0.670.67———————
Demolitio
n
——————7.627.62—1.151.15———————
Onsite
truck
0.01 < 0.005 0.13 0.09 < 0.005 < 0.005 29.4 29.4 < 0.005 2.94 2.94 — 78.5 78.5 0.01 0.01 0.15 82.7
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Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.53 0.53 4.95 28.8 0.05 0.10 — 0.10 0.10 — 0.10 — 5,240 5,240 0.21 0.04 — 5,258
Dust
From
Material
Movement
——————5.035.03—0.670.67———————
Demolitio
n
——————7.627.62—1.151.15———————
Onsite
truck
0.01 < 0.005 0.14 0.09 < 0.005 < 0.005 29.4 29.4 < 0.005 2.94 2.94 — 78.5 78.5 0.01 0.01 < 0.005 82.5
Average
Daily
——————————————————
Off-Road
Equipment
0.05 0.05 0.46 2.68 < 0.005 0.01 — 0.01 0.01 — 0.01 — 488 488 0.02 < 0.005 — 490
Dust
From
Material
Movement
——————0.470.47—0.060.06———————
Demolitio
n
——————0.710.71—0.110.11———————
Onsite
truck
< 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 2.46 2.46 < 0.005 0.25 0.25 — 7.31 7.31 < 0.005 < 0.005 0.01 7.69
Annual——————————————————
Off-Road
Equipment
0.01 0.01 0.08 0.49 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 80.8 80.8 < 0.005 < 0.005 — 81.1
Dust
From
Material
Movement
——————0.090.09—0.010.01———————
Demolitio
n
——————0.130.13—0.020.02———————
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1.27<0.005<0.005<0.0051.211.21—0.040.04<0.0050.450.45<0.005< 0.005< 0.005<0.005<0.005<0.005Onsite
truck
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.06 0.06 0.04 0.72 0.00 0.00 0.85 0.85 0.00 0.21 0.21 — 202 202 < 0.005 < 0.005 0.60 203
Vendor 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 0.00
Hauling 3.06 0.43 26.4 18.7 0.11 0.20 14.4 14.6 0.20 3.70 3.90 — 17,681 17,681 2.62 2.80 34.1 18,615
Daily,
Winter
(Max)
——————————————————
Worker 0.06 0.06 0.05 0.67 0.00 0.00 0.85 0.85 0.00 0.21 0.21 — 191 191 < 0.005 0.01 0.02 193
Vendor 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 0.00
Hauling 3.05 0.42 27.8 18.7 0.11 0.20 14.4 14.6 0.20 3.70 3.90 — 17,680 17,680 2.62 2.80 0.88 18,580
Average
Daily
——————————————————
Worker 0.01 0.01 < 0.005 0.06 0.00 0.00 0.08 0.08 0.00 0.02 0.02 — 17.8 17.8 < 0.005 < 0.005 0.02 18.1
Vendor 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 0.00
Hauling 0.28 0.04 2.55 1.74 0.01 0.02 1.31 1.33 0.02 0.34 0.36 — 1,647 1,647 0.24 0.26 1.36 1,732
Annual——————————————————
Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 2.95 2.95 < 0.005 < 0.005 < 0.005 2.99
Vendor 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 0.00
Hauling 0.05 0.01 0.47 0.32 < 0.005 < 0.005 0.24 0.24 < 0.005 0.06 0.06 — 273 273 0.04 0.04 0.23 287
3.4. Rough Grading/Site Demo (2026) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
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Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.53 0.53 4.95 28.8 0.05 0.10 — 0.10 0.10 — 0.10 — 5,240 5,240 0.21 0.04 — 5,258
Dust
From
Material
Movement
——————1.311.31—0.170.17———————
Demolitio
n
——————4.884.88—0.740.74———————
Onsite
truck
0.01 < 0.005 0.13 0.09 < 0.005 < 0.005 5.70 5.70 < 0.005 0.57 0.57 — 78.5 78.5 0.01 0.01 0.15 82.7
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.53 0.53 4.95 28.8 0.05 0.10 — 0.10 0.10 — 0.10 — 5,240 5,240 0.21 0.04 — 5,258
Dust
From
Material
Movement
——————1.311.31—0.170.17———————
Demolitio
n
——————4.884.88—0.740.74———————
Onsite
truck
0.01 < 0.005 0.14 0.09 < 0.005 < 0.005 5.70 5.70 < 0.005 0.57 0.57 — 78.5 78.5 0.01 0.01 < 0.005 82.5
Average
Daily
——————————————————
Off-Road
Equipment
0.05 0.05 0.46 2.68 < 0.005 0.01 — 0.01 0.01 — 0.01 — 488 488 0.02 < 0.005 — 490
Dust
From
Material
Movement
——————0.120.12—0.020.02———————
Demolitio
n
——————0.450.45—0.070.07———————
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Onsite
truck
< 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 0.48 0.48 < 0.005 0.05 0.05 — 7.31 7.31 < 0.005 < 0.005 0.01 7.69
Annual——————————————————
Off-Road
Equipment
0.01 0.01 0.08 0.49 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 80.8 80.8 < 0.005 < 0.005 — 81.1
Dust
From
Material
Movement
——————0.020.02—<0.005<0.005———————
Demolitio
n
——————0.080.08—0.010.01———————
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.09 0.09 < 0.005 0.01 0.01 — 1.21 1.21 < 0.005 < 0.005 < 0.005 1.27
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.06 0.06 0.04 0.72 0.00 0.00 0.85 0.85 0.00 0.21 0.21 — 202 202 < 0.005 < 0.005 0.60 203
Vendor 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 0.00
Hauling 3.06 0.43 26.4 18.7 0.11 0.20 14.4 14.6 0.20 3.70 3.90 — 17,681 17,681 2.62 2.80 34.1 18,615
Daily,
Winter
(Max)
——————————————————
Worker 0.06 0.06 0.05 0.67 0.00 0.00 0.85 0.85 0.00 0.21 0.21 — 191 191 < 0.005 0.01 0.02 193
Vendor 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 0.00
Hauling 3.05 0.42 27.8 18.7 0.11 0.20 14.4 14.6 0.20 3.70 3.90 — 17,680 17,680 2.62 2.80 0.88 18,580
Average
Daily
——————————————————
Worker 0.01 0.01 < 0.005 0.06 0.00 0.00 0.08 0.08 0.00 0.02 0.02 — 17.8 17.8 < 0.005 < 0.005 0.02 18.1
Vendor 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 0.00
Hauling 0.28 0.04 2.55 1.74 0.01 0.02 1.31 1.33 0.02 0.34 0.36 — 1,647 1,647 0.24 0.26 1.36 1,732
Annual——————————————————
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Worker < 0.005 < 0.005 < 0.005 0.01 0.00 0.00 0.01 0.01 0.00 < 0.005 < 0.005 — 2.95 2.95 < 0.005 < 0.005 < 0.005 2.99
Vendor 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 0.00
Hauling 0.05 0.01 0.47 0.32 < 0.005 < 0.005 0.24 0.24 < 0.005 0.06 0.06 — 273 273 0.04 0.04 0.23 287
3.5. Deep Foundations (2026) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.30 0.30 6.53 15.4 0.02 0.26 — 0.26 0.24 — 0.24 — 2,191 2,191 0.09 0.02 — 2,199
Onsite
truck
0.01 < 0.005 0.13 0.09 < 0.005 < 0.005 29.4 29.4 < 0.005 2.94 2.94 — 78.5 78.5 0.01 0.01 0.15 82.7
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.30 0.30 6.53 15.4 0.02 0.26 — 0.26 0.24 — 0.24 — 2,191 2,191 0.09 0.02 — 2,199
Onsite
truck
0.01 < 0.005 0.14 0.09 < 0.005 < 0.005 29.4 29.4 < 0.005 2.94 2.94 — 78.5 78.5 0.01 0.01 < 0.005 82.5
Average
Daily
——————————————————
Off-Road
Equipment
0.10 0.10 2.31 5.44 0.01 0.09 — 0.09 0.08 — 0.08 — 774 774 0.03 0.01 — 777
Onsite
truck
0.01 < 0.005 0.05 0.03 < 0.005 < 0.005 9.33 9.33 < 0.005 0.93 0.93 — 27.7 27.7 < 0.005 < 0.005 0.02 29.2
Annual——————————————————
Off-Road
Equipment
0.02 0.02 0.42 0.99 < 0.005 0.02 — 0.02 0.02 — 0.02 — 128 128 0.01 < 0.005 — 129
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4.83<0.005<0.005<0.0054.594.59—0.170.17<0.0051.701.70<0.005< 0.0050.010.01<0.005<0.005Onsite
truck
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 1.22 1.08 0.85 13.8 0.00 0.00 16.2 16.2 0.00 3.99 3.99 — 3,839 3,839 0.06 0.03 11.4 3,861
Vendor 0.12 0.03 1.20 0.76 0.01 0.01 0.80 0.81 0.01 0.20 0.22 — 875 875 0.08 0.13 2.06 917
Hauling 0.32 0.04 2.76 1.95 0.01 0.02 1.50 1.52 0.02 0.39 0.41 — 1,845 1,845 0.27 0.29 3.56 1,942
Daily,
Winter
(Max)
——————————————————
Worker 1.22 1.07 1.03 12.7 0.00 0.00 16.2 16.2 0.00 3.99 3.99 — 3,628 3,628 0.07 0.15 0.30 3,676
Vendor 0.12 0.03 1.26 0.77 0.01 0.01 0.80 0.81 0.01 0.20 0.22 — 875 875 0.08 0.13 0.05 915
Hauling 0.32 0.04 2.90 1.95 0.01 0.02 1.50 1.52 0.02 0.39 0.41 — 1,845 1,845 0.27 0.29 0.09 1,939
Average
Daily
——————————————————
Worker 0.43 0.37 0.36 4.34 0.00 0.00 5.58 5.58 0.00 1.37 1.37 — 1,286 1,286 0.03 0.05 1.74 1,305
Vendor 0.04 0.01 0.44 0.27 < 0.005 < 0.005 0.28 0.28 < 0.005 0.07 0.07 — 309 309 0.03 0.04 0.31 324
Hauling 0.11 0.02 1.01 0.69 < 0.005 0.01 0.52 0.53 0.01 0.13 0.14 — 652 652 0.10 0.10 0.54 686
Annual——————————————————
Worker 0.08 0.07 0.07 0.79 0.00 0.00 1.02 1.02 0.00 0.25 0.25 — 213 213 < 0.005 0.01 0.29 216
Vendor 0.01 < 0.005 0.08 0.05 < 0.005 < 0.005 0.05 0.05 < 0.005 0.01 0.01 — 51.2 51.2 < 0.005 0.01 0.05 53.6
Hauling 0.02 < 0.005 0.18 0.13 < 0.005 < 0.005 0.09 0.10 < 0.005 0.02 0.03 — 108 108 0.02 0.02 0.09 114
3.6. Deep Foundations (2026) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
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Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.30 0.30 6.53 15.4 0.02 0.26 — 0.26 0.24 — 0.24 — 2,191 2,191 0.09 0.02 — 2,199
Onsite
truck
0.01 < 0.005 0.13 0.09 < 0.005 < 0.005 5.70 5.70 < 0.005 0.57 0.57 — 78.5 78.5 0.01 0.01 0.15 82.7
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.30 0.30 6.53 15.4 0.02 0.26 — 0.26 0.24 — 0.24 — 2,191 2,191 0.09 0.02 — 2,199
Onsite
truck
0.01 < 0.005 0.14 0.09 < 0.005 < 0.005 5.70 5.70 < 0.005 0.57 0.57 — 78.5 78.5 0.01 0.01 < 0.005 82.5
Average
Daily
——————————————————
Off-Road
Equipment
0.10 0.10 2.31 5.44 0.01 0.09 — 0.09 0.08 — 0.08 — 774 774 0.03 0.01 — 777
Onsite
truck
0.01 < 0.005 0.05 0.03 < 0.005 < 0.005 1.81 1.81 < 0.005 0.18 0.18 — 27.7 27.7 < 0.005 < 0.005 0.02 29.2
Annual——————————————————
Off-Road
Equipment
0.02 0.02 0.42 0.99 < 0.005 0.02 — 0.02 0.02 — 0.02 — 128 128 0.01 < 0.005 — 129
Onsite
truck
< 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 0.33 0.33 < 0.005 0.03 0.03 — 4.59 4.59 < 0.005 < 0.005 < 0.005 4.83
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 1.22 1.08 0.85 13.8 0.00 0.00 16.2 16.2 0.00 3.99 3.99 — 3,839 3,839 0.06 0.03 11.4 3,861
Vendor 0.12 0.03 1.20 0.76 0.01 0.01 0.80 0.81 0.01 0.20 0.22 — 875 875 0.08 0.13 2.06 917
Hauling 0.32 0.04 2.76 1.95 0.01 0.02 1.50 1.52 0.02 0.39 0.41 — 1,845 1,845 0.27 0.29 3.56 1,942
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——————————————————Daily,
Winter
(Max)
Worker 1.22 1.07 1.03 12.7 0.00 0.00 16.2 16.2 0.00 3.99 3.99 — 3,628 3,628 0.07 0.15 0.30 3,676
Vendor 0.12 0.03 1.26 0.77 0.01 0.01 0.80 0.81 0.01 0.20 0.22 — 875 875 0.08 0.13 0.05 915
Hauling 0.32 0.04 2.90 1.95 0.01 0.02 1.50 1.52 0.02 0.39 0.41 — 1,845 1,845 0.27 0.29 0.09 1,939
Average
Daily
——————————————————
Worker 0.43 0.37 0.36 4.34 0.00 0.00 5.58 5.58 0.00 1.37 1.37 — 1,286 1,286 0.03 0.05 1.74 1,305
Vendor 0.04 0.01 0.44 0.27 < 0.005 < 0.005 0.28 0.28 < 0.005 0.07 0.07 — 309 309 0.03 0.04 0.31 324
Hauling 0.11 0.02 1.01 0.69 < 0.005 0.01 0.52 0.53 0.01 0.13 0.14 — 652 652 0.10 0.10 0.54 686
Annual——————————————————
Worker 0.08 0.07 0.07 0.79 0.00 0.00 1.02 1.02 0.00 0.25 0.25 — 213 213 < 0.005 0.01 0.29 216
Vendor 0.01 < 0.005 0.08 0.05 < 0.005 < 0.005 0.05 0.05 < 0.005 0.01 0.01 — 51.2 51.2 < 0.005 0.01 0.05 53.6
Hauling 0.02 < 0.005 0.18 0.13 < 0.005 < 0.005 0.09 0.10 < 0.005 0.02 0.03 — 108 108 0.02 0.02 0.09 114
3.7. Foundations (2026) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.15 0.15 0.80 8.78 0.01 0.03 — 0.03 0.03 — 0.03 — 1,619 1,619 0.07 0.01 — 1,624
Onsite
truck
0.01 < 0.005 0.13 0.09 < 0.005 < 0.005 29.4 29.4 < 0.005 2.94 2.94 — 78.5 78.5 0.01 0.01 0.15 82.7
Daily,
Winter
(Max)
——————————————————
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Off-Road
Equipment
0.15 0.15 0.80 8.78 0.01 0.03 — 0.03 0.03 — 0.03 — 1,619 1,619 0.07 0.01 — 1,624
Onsite
truck
0.01 < 0.005 0.14 0.09 < 0.005 < 0.005 29.4 29.4 < 0.005 2.94 2.94 — 78.5 78.5 0.01 0.01 < 0.005 82.5
Average
Daily
——————————————————
Off-Road
Equipment
0.03 0.03 0.18 2.00 < 0.005 0.01 — 0.01 0.01 — 0.01 — 368 368 0.01 < 0.005 — 369
Onsite
truck
< 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 6.00 6.00 < 0.005 0.60 0.60 — 17.9 17.9 < 0.005 < 0.005 0.01 18.8
Annual——————————————————
Off-Road
Equipment
0.01 0.01 0.03 0.36 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 60.9 60.9 < 0.005 < 0.005 — 61.2
Onsite
truck
< 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 1.10 1.10 < 0.005 0.11 0.11 — 2.96 2.96 < 0.005 < 0.005 < 0.005 3.11
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 1.22 1.08 0.85 13.8 0.00 0.00 16.2 16.2 0.00 3.99 3.99 — 3,839 3,839 0.06 0.03 11.4 3,861
Vendor 0.48 0.12 4.80 3.03 0.02 0.05 3.19 3.24 0.05 0.82 0.86 — 3,502 3,502 0.33 0.50 8.24 3,668
Hauling 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 0.00
Daily,
Winter
(Max)
——————————————————
Worker 1.22 1.07 1.03 12.7 0.00 0.00 16.2 16.2 0.00 3.99 3.99 — 3,628 3,628 0.07 0.15 0.30 3,676
Vendor 0.47 0.12 5.04 3.08 0.02 0.05 3.19 3.24 0.05 0.82 0.86 — 3,501 3,501 0.33 0.50 0.21 3,660
Hauling 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 0.00
Average
Daily
——————————————————
Worker 0.28 0.24 0.23 2.79 0.00 0.00 3.59 3.59 0.00 0.88 0.88 — 827 827 0.02 0.04 1.12 839
Vendor 0.11 0.03 1.13 0.69 0.01 0.01 0.71 0.72 0.01 0.18 0.19 — 796 796 0.08 0.11 0.81 833
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Hauling 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 0.00
Annual——————————————————
Worker 0.05 0.04 0.04 0.51 0.00 0.00 0.66 0.66 0.00 0.16 0.16 — 137 137 < 0.005 0.01 0.19 139
Vendor 0.02 < 0.005 0.21 0.13 < 0.005 < 0.005 0.13 0.13 < 0.005 0.03 0.03 — 132 132 0.01 0.02 0.13 138
Hauling 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 0.00
3.8. Foundations (2026) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.15 0.15 0.80 8.78 0.01 0.03 — 0.03 0.03 — 0.03 — 1,619 1,619 0.07 0.01 — 1,624
Onsite
truck
0.01 < 0.005 0.13 0.09 < 0.005 < 0.005 5.70 5.70 < 0.005 0.57 0.57 — 78.5 78.5 0.01 0.01 0.15 82.7
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.15 0.15 0.80 8.78 0.01 0.03 — 0.03 0.03 — 0.03 — 1,619 1,619 0.07 0.01 — 1,624
Onsite
truck
0.01 < 0.005 0.14 0.09 < 0.005 < 0.005 5.70 5.70 < 0.005 0.57 0.57 — 78.5 78.5 0.01 0.01 < 0.005 82.5
Average
Daily
——————————————————
Off-Road
Equipment
0.03 0.03 0.18 2.00 < 0.005 0.01 — 0.01 0.01 — 0.01 — 368 368 0.01 < 0.005 — 369
Onsite
truck
< 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 1.16 1.16 < 0.005 0.12 0.12 — 17.9 17.9 < 0.005 < 0.005 0.01 18.8
Annual——————————————————
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Off-Road
Equipment
0.01 0.01 0.03 0.36 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 60.9 60.9 < 0.005 < 0.005 — 61.2
Onsite
truck
< 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 0.21 0.21 < 0.005 0.02 0.02 — 2.96 2.96 < 0.005 < 0.005 < 0.005 3.11
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 1.22 1.08 0.85 13.8 0.00 0.00 16.2 16.2 0.00 3.99 3.99 — 3,839 3,839 0.06 0.03 11.4 3,861
Vendor 0.48 0.12 4.80 3.03 0.02 0.05 3.19 3.24 0.05 0.82 0.86 — 3,502 3,502 0.33 0.50 8.24 3,668
Hauling 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 0.00
Daily,
Winter
(Max)
——————————————————
Worker 1.22 1.07 1.03 12.7 0.00 0.00 16.2 16.2 0.00 3.99 3.99 — 3,628 3,628 0.07 0.15 0.30 3,676
Vendor 0.47 0.12 5.04 3.08 0.02 0.05 3.19 3.24 0.05 0.82 0.86 — 3,501 3,501 0.33 0.50 0.21 3,660
Hauling 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 0.00
Average
Daily
——————————————————
Worker 0.28 0.24 0.23 2.79 0.00 0.00 3.59 3.59 0.00 0.88 0.88 — 827 827 0.02 0.04 1.12 839
Vendor 0.11 0.03 1.13 0.69 0.01 0.01 0.71 0.72 0.01 0.18 0.19 — 796 796 0.08 0.11 0.81 833
Hauling 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 0.00
Annual——————————————————
Worker 0.05 0.04 0.04 0.51 0.00 0.00 0.66 0.66 0.00 0.16 0.16 — 137 137 < 0.005 0.01 0.19 139
Vendor 0.02 < 0.005 0.21 0.13 < 0.005 < 0.005 0.13 0.13 < 0.005 0.03 0.03 — 132 132 0.01 0.02 0.13 138
Hauling 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 0.00
3.9. Superstructure (2026) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
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Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.49 0.49 9.20 24.4 0.04 0.07 — 0.07 0.07 — 0.07 — 4,021 4,021 0.16 0.03 — 4,035
Onsite
truck
0.01 < 0.005 0.14 0.09 < 0.005 < 0.005 29.4 29.4 < 0.005 2.94 2.94 — 78.5 78.5 0.01 0.01 < 0.005 82.5
Average
Daily
——————————————————
Off-Road
Equipment
0.07 0.07 1.39 3.68 0.01 0.01 — 0.01 0.01 — 0.01 — 606 606 0.02 < 0.005 — 608
Onsite
truck
< 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 3.98 3.98 < 0.005 0.40 0.40 — 11.8 11.8 < 0.005 < 0.005 0.01 12.4
Annual——————————————————
Off-Road
Equipment
0.01 0.01 0.25 0.67 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 100 100 < 0.005 < 0.005 — 101
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.73 0.73 < 0.005 0.07 0.07 — 1.96 1.96 < 0.005 < 0.005 < 0.005 2.06
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Daily,
Winter
(Max)
——————————————————
Worker 1.22 1.07 1.03 12.7 0.00 0.00 16.2 16.2 0.00 3.99 3.99 — 3,628 3,628 0.07 0.15 0.30 3,676
Vendor 0.17 0.04 1.87 1.14 0.01 0.02 1.18 1.20 0.02 0.30 0.32 — 1,299 1,299 0.12 0.19 0.08 1,358
Hauling 0.07 0.01 0.61 0.41 < 0.005 < 0.005 0.31 0.32 < 0.005 0.08 0.08 — 384 384 0.06 0.06 0.02 404
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——————————————————Average
Daily
Worker 0.18 0.16 0.15 1.85 0.00 0.00 2.38 2.38 0.00 0.59 0.59 — 548 548 0.01 0.02 0.74 556
Vendor 0.03 0.01 0.28 0.17 < 0.005 < 0.005 0.17 0.18 < 0.005 0.04 0.05 — 196 196 0.02 0.03 0.20 205
Hauling 0.01 < 0.005 0.09 0.06 < 0.005 < 0.005 0.05 0.05 < 0.005 0.01 0.01 — 57.9 57.9 0.01 0.01 0.05 60.9
Annual——————————————————
Worker 0.03 0.03 0.03 0.34 0.00 0.00 0.43 0.43 0.00 0.11 0.11 — 90.8 90.8 < 0.005 < 0.005 0.12 92.1
Vendor < 0.005 < 0.005 0.05 0.03 < 0.005 < 0.005 0.03 0.03 < 0.005 0.01 0.01 — 32.4 32.4 < 0.005 < 0.005 0.03 33.9
Hauling < 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 9.59 9.59 < 0.005 < 0.005 0.01 10.1
3.10. Superstructure (2026) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.49 0.49 9.20 24.4 0.04 0.07 — 0.07 0.07 — 0.07 — 4,021 4,021 0.16 0.03 — 4,035
Onsite
truck
0.01 < 0.005 0.14 0.09 < 0.005 < 0.005 5.70 5.70 < 0.005 0.57 0.57 — 78.5 78.5 0.01 0.01 < 0.005 82.5
Average
Daily
——————————————————
Off-Road
Equipment
0.07 0.07 1.39 3.68 0.01 0.01 — 0.01 0.01 — 0.01 — 606 606 0.02 < 0.005 — 608
Onsite
truck
< 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 0.77 0.77 < 0.005 0.08 0.08 — 11.8 11.8 < 0.005 < 0.005 0.01 12.4
Annual——————————————————
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Off-Road
Equipment
0.01 0.01 0.25 0.67 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 100 100 < 0.005 < 0.005 — 101
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.14 0.14 < 0.005 0.01 0.01 — 1.96 1.96 < 0.005 < 0.005 < 0.005 2.06
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Daily,
Winter
(Max)
——————————————————
Worker 1.22 1.07 1.03 12.7 0.00 0.00 16.2 16.2 0.00 3.99 3.99 — 3,628 3,628 0.07 0.15 0.30 3,676
Vendor 0.17 0.04 1.87 1.14 0.01 0.02 1.18 1.20 0.02 0.30 0.32 — 1,299 1,299 0.12 0.19 0.08 1,358
Hauling 0.07 0.01 0.61 0.41 < 0.005 < 0.005 0.31 0.32 < 0.005 0.08 0.08 — 384 384 0.06 0.06 0.02 404
Average
Daily
——————————————————
Worker 0.18 0.16 0.15 1.85 0.00 0.00 2.38 2.38 0.00 0.59 0.59 — 548 548 0.01 0.02 0.74 556
Vendor 0.03 0.01 0.28 0.17 < 0.005 < 0.005 0.17 0.18 < 0.005 0.04 0.05 — 196 196 0.02 0.03 0.20 205
Hauling 0.01 < 0.005 0.09 0.06 < 0.005 < 0.005 0.05 0.05 < 0.005 0.01 0.01 — 57.9 57.9 0.01 0.01 0.05 60.9
Annual——————————————————
Worker 0.03 0.03 0.03 0.34 0.00 0.00 0.43 0.43 0.00 0.11 0.11 — 90.8 90.8 < 0.005 < 0.005 0.12 92.1
Vendor < 0.005 < 0.005 0.05 0.03 < 0.005 < 0.005 0.03 0.03 < 0.005 0.01 0.01 — 32.4 32.4 < 0.005 < 0.005 0.03 33.9
Hauling < 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 9.59 9.59 < 0.005 < 0.005 0.01 10.1
3.11. Superstructure (2027) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
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——————————————————Daily,
Summer
(Max)
Off-Road
Equipment
0.49 0.49 9.20 24.4 0.04 0.07 — 0.07 0.07 — 0.07 — 4,021 4,021 0.16 0.03 — 4,035
Onsite
truck
0.01 < 0.005 0.12 0.09 < 0.005 < 0.005 29.4 29.4 < 0.005 2.94 2.94 — 76.6 76.6 0.01 0.01 0.14 80.7
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.49 0.49 9.20 24.4 0.04 0.07 — 0.07 0.07 — 0.07 — 4,021 4,021 0.16 0.03 — 4,035
Onsite
truck
0.01 < 0.005 0.13 0.09 < 0.005 < 0.005 29.4 29.4 < 0.005 2.94 2.94 — 76.6 76.6 0.01 0.01 < 0.005 80.6
Average
Daily
——————————————————
Off-Road
Equipment
0.28 0.28 5.38 14.3 0.03 0.04 — 0.04 0.04 — 0.04 — 2,353 2,353 0.10 0.02 — 2,361
Onsite
truck
0.01 < 0.005 0.07 0.05 < 0.005 < 0.005 15.4 15.4 < 0.005 1.54 1.54 — 44.8 44.8 0.01 0.01 0.03 47.2
Annual——————————————————
Off-Road
Equipment
0.05 0.05 0.98 2.61 < 0.005 0.01 — 0.01 0.01 — 0.01 — 390 390 0.02 < 0.005 — 391
Onsite
truck
< 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 2.82 2.82 < 0.005 0.28 0.28 — 7.42 7.42 < 0.005 < 0.005 0.01 7.81
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 1.05 1.02 0.71 12.8 0.00 0.00 16.2 16.2 0.00 3.99 3.99 — 3,767 3,767 0.05 0.03 10.0 3,787
Vendor 0.17 0.04 1.69 1.09 0.01 0.02 1.18 1.20 0.01 0.30 0.31 — 1,270 1,270 0.12 0.18 2.78 1,329
Hauling 0.06 0.01 0.55 0.40 < 0.005 < 0.005 0.31 0.32 < 0.005 0.08 0.08 — 375 375 0.05 0.06 0.69 395
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——————————————————Daily,
Winter
(Max)
Worker 1.05 1.01 0.89 11.9 0.00 0.00 16.2 16.2 0.00 3.99 3.99 — 3,560 3,560 0.07 0.03 0.26 3,571
Vendor 0.17 0.04 1.77 1.10 0.01 0.02 1.18 1.20 0.01 0.30 0.31 — 1,271 1,271 0.12 0.18 0.07 1,327
Hauling 0.06 0.01 0.58 0.40 < 0.005 < 0.005 0.31 0.32 < 0.005 0.08 0.08 — 375 375 0.05 0.06 0.02 394
Average
Daily
——————————————————
Worker 0.59 0.58 0.51 6.70 0.00 0.00 9.24 9.24 0.00 2.27 2.27 — 2,089 2,089 0.04 0.02 2.54 2,098
Vendor 0.10 0.03 1.01 0.64 < 0.005 0.01 0.68 0.69 < 0.005 0.17 0.18 — 743 743 0.07 0.10 0.70 777
Hauling 0.04 0.01 0.33 0.23 < 0.005 < 0.005 0.18 0.18 < 0.005 0.05 0.05 — 219 219 0.03 0.04 0.17 231
Annual——————————————————
Worker 0.11 0.11 0.09 1.22 0.00 0.00 1.69 1.69 0.00 0.41 0.41 — 346 346 0.01 < 0.005 0.42 347
Vendor 0.02 < 0.005 0.19 0.12 < 0.005 < 0.005 0.12 0.13 < 0.005 0.03 0.03 — 123 123 0.01 0.02 0.12 129
Hauling 0.01 < 0.005 0.06 0.04 < 0.005 < 0.005 0.03 0.03 < 0.005 0.01 0.01 — 36.3 36.3 0.01 0.01 0.03 38.2
3.12. Superstructure (2027) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.49 0.49 9.20 24.4 0.04 0.07 — 0.07 0.07 — 0.07 — 4,021 4,021 0.16 0.03 — 4,035
Onsite
truck
0.01 < 0.005 0.12 0.09 < 0.005 < 0.005 5.70 5.70 < 0.005 0.57 0.57 — 76.6 76.6 0.01 0.01 0.14 80.7
Daily,
Winter
(Max)
——————————————————
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Off-Road
Equipment
0.49 0.49 9.20 24.4 0.04 0.07 — 0.07 0.07 — 0.07 — 4,021 4,021 0.16 0.03 — 4,035
Onsite
truck
0.01 < 0.005 0.13 0.09 < 0.005 < 0.005 5.70 5.70 < 0.005 0.57 0.57 — 76.6 76.6 0.01 0.01 < 0.005 80.6
Average
Daily
——————————————————
Off-Road
Equipment
0.28 0.28 5.38 14.3 0.03 0.04 — 0.04 0.04 — 0.04 — 2,353 2,353 0.10 0.02 — 2,361
Onsite
truck
0.01 < 0.005 0.07 0.05 < 0.005 < 0.005 2.99 2.99 < 0.005 0.30 0.30 — 44.8 44.8 0.01 0.01 0.03 47.2
Annual——————————————————
Off-Road
Equipment
0.05 0.05 0.98 2.61 < 0.005 0.01 — 0.01 0.01 — 0.01 — 390 390 0.02 < 0.005 — 391
Onsite
truck
< 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 0.55 0.55 < 0.005 0.05 0.05 — 7.42 7.42 < 0.005 < 0.005 0.01 7.81
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 1.05 1.02 0.71 12.8 0.00 0.00 16.2 16.2 0.00 3.99 3.99 — 3,767 3,767 0.05 0.03 10.0 3,787
Vendor 0.17 0.04 1.69 1.09 0.01 0.02 1.18 1.20 0.01 0.30 0.31 — 1,270 1,270 0.12 0.18 2.78 1,329
Hauling 0.06 0.01 0.55 0.40 < 0.005 < 0.005 0.31 0.32 < 0.005 0.08 0.08 — 375 375 0.05 0.06 0.69 395
Daily,
Winter
(Max)
——————————————————
Worker 1.05 1.01 0.89 11.9 0.00 0.00 16.2 16.2 0.00 3.99 3.99 — 3,560 3,560 0.07 0.03 0.26 3,571
Vendor 0.17 0.04 1.77 1.10 0.01 0.02 1.18 1.20 0.01 0.30 0.31 — 1,271 1,271 0.12 0.18 0.07 1,327
Hauling 0.06 0.01 0.58 0.40 < 0.005 < 0.005 0.31 0.32 < 0.005 0.08 0.08 — 375 375 0.05 0.06 0.02 394
Average
Daily
——————————————————
Worker 0.59 0.58 0.51 6.70 0.00 0.00 9.24 9.24 0.00 2.27 2.27 — 2,089 2,089 0.04 0.02 2.54 2,098
Vendor 0.10 0.03 1.01 0.64 < 0.005 0.01 0.68 0.69 < 0.005 0.17 0.18 — 743 743 0.07 0.10 0.70 777
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Hauling 0.04 0.01 0.33 0.23 < 0.005 < 0.005 0.18 0.18 < 0.005 0.05 0.05 — 219 219 0.03 0.04 0.17 231
Annual——————————————————
Worker 0.11 0.11 0.09 1.22 0.00 0.00 1.69 1.69 0.00 0.41 0.41 — 346 346 0.01 < 0.005 0.42 347
Vendor 0.02 < 0.005 0.19 0.12 < 0.005 < 0.005 0.12 0.13 < 0.005 0.03 0.03 — 123 123 0.01 0.02 0.12 129
Hauling 0.01 < 0.005 0.06 0.04 < 0.005 < 0.005 0.03 0.03 < 0.005 0.01 0.01 — 36.3 36.3 0.01 0.01 0.03 38.2
3.13. Building Enclosure (2027) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.25 0.25 1.31 16.5 0.02 0.05 — 0.05 0.05 — 0.05 — 2,653 2,653 0.11 0.02 — 2,662
Onsite
truck
0.01 < 0.005 0.12 0.09 < 0.005 < 0.005 29.4 29.4 < 0.005 2.94 2.94 — 76.6 76.6 0.01 0.01 0.14 80.7
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.25 0.25 1.31 16.5 0.02 0.05 — 0.05 0.05 — 0.05 — 2,653 2,653 0.11 0.02 — 2,662
Onsite
truck
0.01 < 0.005 0.13 0.09 < 0.005 < 0.005 29.4 29.4 < 0.005 2.94 2.94 — 76.6 76.6 0.01 0.01 < 0.005 80.6
Average
Daily
——————————————————
Off-Road
Equipment
0.07 0.07 0.35 4.37 0.01 0.01 — 0.01 0.01 — 0.01 — 701 701 0.03 0.01 — 703
Onsite
truck
< 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 6.97 6.97 < 0.005 0.70 0.70 — 20.2 20.2 < 0.005 < 0.005 0.02 21.3
Annual——————————————————
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Off-Road
Equipment
0.01 0.01 0.06 0.80 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 116 116 < 0.005 < 0.005 — 116
Onsite
truck
< 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 1.27 1.27 < 0.005 0.13 0.13 — 3.35 3.35 < 0.005 < 0.005 < 0.005 3.53
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 1.05 1.02 0.71 12.8 0.00 0.00 16.2 16.2 0.00 3.99 3.99 — 3,767 3,767 0.05 0.03 10.0 3,787
Vendor 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 0.00
Hauling 0.09 0.01 0.77 0.56 < 0.005 0.01 0.44 0.44 0.01 0.11 0.12 — 525 525 0.07 0.09 0.96 553
Daily,
Winter
(Max)
——————————————————
Worker 1.05 1.01 0.89 11.9 0.00 0.00 16.2 16.2 0.00 3.99 3.99 — 3,560 3,560 0.07 0.03 0.26 3,571
Vendor 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 0.00
Hauling 0.09 0.01 0.81 0.56 < 0.005 0.01 0.44 0.44 0.01 0.11 0.12 — 525 525 0.07 0.09 0.02 552
Average
Daily
——————————————————
Worker 0.27 0.26 0.23 3.02 0.00 0.00 4.17 4.17 0.00 1.03 1.03 — 943 943 0.02 0.01 1.15 947
Vendor 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 0.00
Hauling 0.02 < 0.005 0.21 0.15 < 0.005 < 0.005 0.11 0.11 < 0.005 0.03 0.03 — 139 139 0.02 0.02 0.11 146
Annual——————————————————
Worker 0.05 0.05 0.04 0.55 0.00 0.00 0.76 0.76 0.00 0.19 0.19 — 156 156 < 0.005 < 0.005 0.19 157
Vendor 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 0.00
Hauling < 0.005 < 0.005 0.04 0.03 < 0.005 < 0.005 0.02 0.02 < 0.005 0.01 0.01 — 22.9 22.9 < 0.005 < 0.005 0.02 24.2
3.14. Building Enclosure (2027) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
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Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.25 0.25 1.31 16.5 0.02 0.05 — 0.05 0.05 — 0.05 — 2,653 2,653 0.11 0.02 — 2,662
Onsite
truck
0.01 < 0.005 0.12 0.09 < 0.005 < 0.005 5.70 5.70 < 0.005 0.57 0.57 — 76.6 76.6 0.01 0.01 0.14 80.7
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.25 0.25 1.31 16.5 0.02 0.05 — 0.05 0.05 — 0.05 — 2,653 2,653 0.11 0.02 — 2,662
Onsite
truck
0.01 < 0.005 0.13 0.09 < 0.005 < 0.005 5.70 5.70 < 0.005 0.57 0.57 — 76.6 76.6 0.01 0.01 < 0.005 80.6
Average
Daily
——————————————————
Off-Road
Equipment
0.07 0.07 0.35 4.37 0.01 0.01 — 0.01 0.01 — 0.01 — 701 701 0.03 0.01 — 703
Onsite
truck
< 0.005 < 0.005 0.03 0.02 < 0.005 < 0.005 1.35 1.35 < 0.005 0.14 0.14 — 20.2 20.2 < 0.005 < 0.005 0.02 21.3
Annual——————————————————
Off-Road
Equipment
0.01 0.01 0.06 0.80 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 116 116 < 0.005 < 0.005 — 116
Onsite
truck
< 0.005 < 0.005 0.01 < 0.005 < 0.005 < 0.005 0.25 0.25 < 0.005 0.02 0.02 — 3.35 3.35 < 0.005 < 0.005 < 0.005 3.53
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 1.05 1.02 0.71 12.8 0.00 0.00 16.2 16.2 0.00 3.99 3.99 — 3,767 3,767 0.05 0.03 10.0 3,787
Vendor 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 0.00
Hauling 0.09 0.01 0.77 0.56 < 0.005 0.01 0.44 0.44 0.01 0.11 0.12 — 525 525 0.07 0.09 0.96 553
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Daily,
Winter
(Max)
——————————————————
Worker 1.05 1.01 0.89 11.9 0.00 0.00 16.2 16.2 0.00 3.99 3.99 — 3,560 3,560 0.07 0.03 0.26 3,571
Vendor 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 0.00
Hauling 0.09 0.01 0.81 0.56 < 0.005 0.01 0.44 0.44 0.01 0.11 0.12 — 525 525 0.07 0.09 0.02 552
Average
Daily
——————————————————
Worker 0.27 0.26 0.23 3.02 0.00 0.00 4.17 4.17 0.00 1.03 1.03 — 943 943 0.02 0.01 1.15 947
Vendor 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 0.00
Hauling 0.02 < 0.005 0.21 0.15 < 0.005 < 0.005 0.11 0.11 < 0.005 0.03 0.03 — 139 139 0.02 0.02 0.11 146
Annual——————————————————
Worker 0.05 0.05 0.04 0.55 0.00 0.00 0.76 0.76 0.00 0.19 0.19 — 156 156 < 0.005 < 0.005 0.19 157
Vendor 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 0.00
Hauling < 0.005 < 0.005 0.04 0.03 < 0.005 < 0.005 0.02 0.02 < 0.005 0.01 0.01 — 22.9 22.9 < 0.005 < 0.005 0.02 24.2
3.15. Building Enclosure (2028) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.25 0.25 1.31 16.5 0.02 0.05 — 0.05 0.05 — 0.05 — 2,652 2,652 0.11 0.02 — 2,661
Onsite
truck
0.01 < 0.005 0.12 0.09 < 0.005 < 0.005 29.4 29.4 < 0.005 2.94 2.94 — 74.4 74.4 0.01 0.01 < 0.005 78.3
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Average
Daily
——————————————————
Off-Road
Equipment
0.03 0.03 0.17 2.17 < 0.005 0.01 — 0.01 0.01 — 0.01 — 348 348 0.01 < 0.005 — 349
Onsite
truck
< 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 3.46 3.46 < 0.005 0.35 0.35 — 9.76 9.76 < 0.005 < 0.005 0.01 10.3
Annual——————————————————
Off-Road
Equipment
0.01 0.01 0.03 0.40 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 57.6 57.6 < 0.005 < 0.005 — 57.8
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.63 0.63 < 0.005 0.06 0.06 — 1.62 1.62 < 0.005 < 0.005 < 0.005 1.70
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Daily,
Winter
(Max)
——————————————————
Worker 0.98 0.96 0.88 11.2 0.00 0.00 16.2 16.2 0.00 3.99 3.99 — 3,498 3,498 0.06 0.03 0.23 3,509
Vendor 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 0.00
Hauling 0.08 0.01 0.76 0.54 < 0.005 0.01 0.44 0.44 0.01 0.11 0.12 — 510 510 0.07 0.08 0.02 536
Average
Daily
——————————————————
Worker 0.13 0.12 0.10 1.41 0.00 0.00 2.07 2.07 0.00 0.51 0.51 — 460 460 0.01 < 0.005 0.50 462
Vendor 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 0.00
Hauling 0.01 < 0.005 0.10 0.07 < 0.005 < 0.005 0.06 0.06 < 0.005 0.01 0.02 — 66.8 66.8 0.01 0.01 0.05 70.3
Annual——————————————————
Worker 0.02 0.02 0.02 0.26 0.00 0.00 0.38 0.38 0.00 0.09 0.09 — 76.2 76.2 < 0.005 < 0.005 0.08 76.5
Vendor 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 0.00
Hauling < 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 11.1 11.1 < 0.005 < 0.005 0.01 11.6
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3.16. Building Enclosure (2028) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.25 0.25 1.31 16.5 0.02 0.05 — 0.05 0.05 — 0.05 — 2,652 2,652 0.11 0.02 — 2,661
Onsite
truck
0.01 < 0.005 0.12 0.09 < 0.005 < 0.005 5.70 5.70 < 0.005 0.57 0.57 — 74.4 74.4 0.01 0.01 < 0.005 78.3
Average
Daily
——————————————————
Off-Road
Equipment
0.03 0.03 0.17 2.17 < 0.005 0.01 — 0.01 0.01 — 0.01 — 348 348 0.01 < 0.005 — 349
Onsite
truck
< 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 0.67 0.67 < 0.005 0.07 0.07 — 9.76 9.76 < 0.005 < 0.005 0.01 10.3
Annual——————————————————
Off-Road
Equipment
0.01 0.01 0.03 0.40 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 57.6 57.6 < 0.005 < 0.005 — 57.8
Onsite
truck
< 0.005 < 0.005 < 0.005 < 0.005 < 0.005 < 0.005 0.12 0.12 < 0.005 0.01 0.01 — 1.62 1.62 < 0.005 < 0.005 < 0.005 1.70
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Daily,
Winter
(Max)
——————————————————
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Worker 0.98 0.96 0.88 11.2 0.00 0.00 16.2 16.2 0.00 3.99 3.99 — 3,498 3,498 0.06 0.03 0.23 3,509
Vendor 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 0.00
Hauling 0.08 0.01 0.76 0.54 < 0.005 0.01 0.44 0.44 0.01 0.11 0.12 — 510 510 0.07 0.08 0.02 536
Average
Daily
——————————————————
Worker 0.13 0.12 0.10 1.41 0.00 0.00 2.07 2.07 0.00 0.51 0.51 — 460 460 0.01 < 0.005 0.50 462
Vendor 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 0.00
Hauling 0.01 < 0.005 0.10 0.07 < 0.005 < 0.005 0.06 0.06 < 0.005 0.01 0.02 — 66.8 66.8 0.01 0.01 0.05 70.3
Annual——————————————————
Worker 0.02 0.02 0.02 0.26 0.00 0.00 0.38 0.38 0.00 0.09 0.09 — 76.2 76.2 < 0.005 < 0.005 0.08 76.5
Vendor 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 0.00
Hauling < 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 11.1 11.1 < 0.005 < 0.005 0.01 11.6
3.17. Sitework (2028) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.14 0.14 0.70 7.44 0.01 0.03 — 0.03 0.03 — 0.03 — 1,429 1,429 0.06 0.01 — 1,434
Dust
From
Material
Movement
——————0.000.00—0.000.00———————
Paving—1.31————————————————
Onsite
truck
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 0.00
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——————————————————Daily,
Winter
(Max)
Off-Road
Equipment
0.14 0.14 0.70 7.44 0.01 0.03 — 0.03 0.03 — 0.03 — 1,429 1,429 0.06 0.01 — 1,434
Dust
From
Material
Movement
——————0.000.00—0.000.00———————
Paving—1.31————————————————
Onsite
truck
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 0.00
Average
Daily
——————————————————
Off-Road
Equipment
0.05 0.05 0.27 2.87 0.01 0.01 — 0.01 0.01 — 0.01 — 552 552 0.02 < 0.005 — 554
Dust
From
Material
Movement
——————0.000.00—0.000.00———————
Paving—0.51————————————————
Onsite
truck
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 0.00
Annual——————————————————
Off-Road
Equipment
0.01 0.01 0.05 0.52 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 91.4 91.4 < 0.005 < 0.005 — 91.7
Dust
From
Material
Movement
——————0.000.00—0.000.00———————
Paving—0.09————————————————
Onsite
truck
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 0.00
Offsite — — — — — — — — — — — — — — — — — —
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Daily,
Summer
(Max)
——————————————————
Worker 0.03 0.03 0.02 0.32 0.00 0.00 0.43 0.43 0.00 0.10 0.10 — 97.2 97.2 < 0.005 < 0.005 0.23 97.8
Vendor 0.03 0.01 0.28 0.18 < 0.005 < 0.005 0.21 0.21 < 0.005 0.05 0.05 — 215 215 0.02 0.03 0.43 225
Hauling 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 0.00
Daily,
Winter
(Max)
——————————————————
Worker 0.03 0.03 0.02 0.29 0.00 0.00 0.43 0.43 0.00 0.10 0.10 — 91.9 91.9 < 0.005 < 0.005 0.01 92.2
Vendor 0.03 0.01 0.29 0.19 < 0.005 < 0.005 0.21 0.21 < 0.005 0.05 0.05 — 215 215 0.02 0.03 0.01 225
Hauling 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 0.00
Average
Daily
——————————————————
Worker 0.01 0.01 0.01 0.11 0.00 0.00 0.16 0.16 0.00 0.04 0.04 — 35.6 35.6 < 0.005 < 0.005 0.04 35.8
Vendor 0.01 < 0.005 0.11 0.07 < 0.005 < 0.005 0.08 0.08 < 0.005 0.02 0.02 — 83.1 83.1 0.01 0.01 0.07 87.0
Hauling 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 0.00
Annual——————————————————
Worker < 0.005 < 0.005 < 0.005 0.02 0.00 0.00 0.03 0.03 0.00 0.01 0.01 — 5.90 5.90 < 0.005 < 0.005 0.01 5.92
Vendor < 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 13.8 13.8 < 0.005 < 0.005 0.01 14.4
Hauling 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 0.00
3.18. Sitework (2028) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
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1,434—0.010.061,4291,429—0.03—0.030.03—0.030.017.440.700.140.14Off-Road
Equipment
Dust
From
Material
Movement
——————0.000.00—0.000.00———————
Paving—1.31————————————————
Onsite
truck
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 0.00
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.14 0.14 0.70 7.44 0.01 0.03 — 0.03 0.03 — 0.03 — 1,429 1,429 0.06 0.01 — 1,434
Dust
From
Material
Movement
——————0.000.00—0.000.00———————
Paving—1.31————————————————
Onsite
truck
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 0.00
Average
Daily
——————————————————
Off-Road
Equipment
0.05 0.05 0.27 2.87 0.01 0.01 — 0.01 0.01 — 0.01 — 552 552 0.02 < 0.005 — 554
Dust
From
Material
Movement
——————0.000.00—0.000.00———————
Paving—0.51————————————————
Onsite
truck
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 0.00
Annual——————————————————
Off-Road
Equipment
0.01 0.01 0.05 0.52 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 91.4 91.4 < 0.005 < 0.005 — 91.7
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Dust
From
Material
Movement
——————0.000.00—0.000.00———————
Paving—0.09————————————————
Onsite
truck
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 0.00
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.03 0.03 0.02 0.32 0.00 0.00 0.43 0.43 0.00 0.10 0.10 — 97.2 97.2 < 0.005 < 0.005 0.23 97.8
Vendor 0.03 0.01 0.28 0.18 < 0.005 < 0.005 0.21 0.21 < 0.005 0.05 0.05 — 215 215 0.02 0.03 0.43 225
Hauling 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 0.00
Daily,
Winter
(Max)
——————————————————
Worker 0.03 0.03 0.02 0.29 0.00 0.00 0.43 0.43 0.00 0.10 0.10 — 91.9 91.9 < 0.005 < 0.005 0.01 92.2
Vendor 0.03 0.01 0.29 0.19 < 0.005 < 0.005 0.21 0.21 < 0.005 0.05 0.05 — 215 215 0.02 0.03 0.01 225
Hauling 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 0.00
Average
Daily
——————————————————
Worker 0.01 0.01 0.01 0.11 0.00 0.00 0.16 0.16 0.00 0.04 0.04 — 35.6 35.6 < 0.005 < 0.005 0.04 35.8
Vendor 0.01 < 0.005 0.11 0.07 < 0.005 < 0.005 0.08 0.08 < 0.005 0.02 0.02 — 83.1 83.1 0.01 0.01 0.07 87.0
Hauling 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 0.00
Annual——————————————————
Worker < 0.005 < 0.005 < 0.005 0.02 0.00 0.00 0.03 0.03 0.00 0.01 0.01 — 5.90 5.90 < 0.005 < 0.005 0.01 5.92
Vendor < 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 13.8 13.8 < 0.005 < 0.005 0.01 14.4
Hauling 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 0.00
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3.19. Interior Buildout (2027) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.09 0.09 1.92 5.25 0.01 0.01 — 0.01 0.01 — 0.01 — 750 750 0.03 0.01 — 753
Architect
ural
Coatings
—19.6————————————————
Onsite
truck
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 0.00
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.09 0.09 1.92 5.25 0.01 0.01 — 0.01 0.01 — 0.01 — 750 750 0.03 0.01 — 753
Architect
ural
Coatings
—19.6————————————————
Onsite
truck
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 0.00
Average
Daily
——————————————————
Off-Road
Equipment
0.06 0.06 1.24 3.40 < 0.005 0.01 — 0.01 0.01 — 0.01 — 486 486 0.02 < 0.005 — 488
Architect
ural
Coatings
—12.7————————————————
Onsite
truck
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 0.00
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Annual——————————————————
Off-Road
Equipment
0.01 0.01 0.23 0.62 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 80.4 80.4 < 0.005 < 0.005 — 80.7
Architect
ural
Coatings
—2.31————————————————
Onsite
truck
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 0.00
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.84 0.82 0.57 10.3 0.00 0.00 13.0 13.0 0.00 3.19 3.19 — 3,013 3,013 0.04 0.03 8.03 3,030
Vendor 0.06 0.02 0.59 0.38 < 0.005 0.01 0.41 0.42 < 0.005 0.11 0.11 — 442 442 0.04 0.06 0.97 462
Hauling 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 0.00
Daily,
Winter
(Max)
——————————————————
Worker 0.84 0.81 0.71 9.55 0.00 0.00 13.0 13.0 0.00 3.19 3.19 — 2,848 2,848 0.06 0.03 0.21 2,857
Vendor 0.06 0.01 0.61 0.38 < 0.005 0.01 0.41 0.42 < 0.005 0.11 0.11 — 442 442 0.04 0.06 0.02 462
Hauling 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 0.00
Average
Daily
——————————————————
Worker 0.53 0.51 0.45 5.93 0.00 0.00 8.18 8.18 0.00 2.01 2.01 — 1,850 1,850 0.03 0.02 2.25 1,858
Vendor 0.04 0.01 0.39 0.25 < 0.005 < 0.005 0.26 0.26 < 0.005 0.07 0.07 — 286 286 0.03 0.04 0.27 299
Hauling 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 0.00
Annual——————————————————
Worker 0.10 0.09 0.08 1.08 0.00 0.00 1.49 1.49 0.00 0.37 0.37 — 306 306 0.01 < 0.005 0.37 308
Vendor 0.01 < 0.005 0.07 0.04 < 0.005 < 0.005 0.05 0.05 < 0.005 0.01 0.01 — 47.4 47.4 < 0.005 0.01 0.04 49.5
Hauling 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 0.00
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3.20. Interior Buildout (2027) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.09 0.09 1.92 5.25 0.01 0.01 — 0.01 0.01 — 0.01 — 750 750 0.03 0.01 — 753
Architect
ural
Coatings
—19.6————————————————
Onsite
truck
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 0.00
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.09 0.09 1.92 5.25 0.01 0.01 — 0.01 0.01 — 0.01 — 750 750 0.03 0.01 — 753
Architect
ural
Coatings
—19.6————————————————
Onsite
truck
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 0.00
Average
Daily
——————————————————
Off-Road
Equipment
0.06 0.06 1.24 3.40 < 0.005 0.01 — 0.01 0.01 — 0.01 — 486 486 0.02 < 0.005 — 488
Architect
ural
Coatings
—12.7————————————————
Onsite
truck
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 0.00
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Annual——————————————————
Off-Road
Equipment
0.01 0.01 0.23 0.62 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 80.4 80.4 < 0.005 < 0.005 — 80.7
Architect
ural
Coatings
—2.31————————————————
Onsite
truck
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 0.00
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.84 0.82 0.57 10.3 0.00 0.00 13.0 13.0 0.00 3.19 3.19 — 3,013 3,013 0.04 0.03 8.03 3,030
Vendor 0.06 0.02 0.59 0.38 < 0.005 0.01 0.41 0.42 < 0.005 0.11 0.11 — 442 442 0.04 0.06 0.97 462
Hauling 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 0.00
Daily,
Winter
(Max)
——————————————————
Worker 0.84 0.81 0.71 9.55 0.00 0.00 13.0 13.0 0.00 3.19 3.19 — 2,848 2,848 0.06 0.03 0.21 2,857
Vendor 0.06 0.01 0.61 0.38 < 0.005 0.01 0.41 0.42 < 0.005 0.11 0.11 — 442 442 0.04 0.06 0.02 462
Hauling 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 0.00
Average
Daily
——————————————————
Worker 0.53 0.51 0.45 5.93 0.00 0.00 8.18 8.18 0.00 2.01 2.01 — 1,850 1,850 0.03 0.02 2.25 1,858
Vendor 0.04 0.01 0.39 0.25 < 0.005 < 0.005 0.26 0.26 < 0.005 0.07 0.07 — 286 286 0.03 0.04 0.27 299
Hauling 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 0.00
Annual——————————————————
Worker 0.10 0.09 0.08 1.08 0.00 0.00 1.49 1.49 0.00 0.37 0.37 — 306 306 0.01 < 0.005 0.37 308
Vendor 0.01 < 0.005 0.07 0.04 < 0.005 < 0.005 0.05 0.05 < 0.005 0.01 0.01 — 47.4 47.4 < 0.005 0.01 0.04 49.5
Hauling 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 0.00
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3.21. Interior Buildout (2028) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.09 0.09 1.92 5.25 0.01 0.01 — 0.01 0.01 — 0.01 — 750 750 0.03 0.01 — 753
Architect
ural
Coatings
—19.6————————————————
Onsite
truck
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 0.00
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.09 0.09 1.92 5.25 0.01 0.01 — 0.01 0.01 — 0.01 — 750 750 0.03 0.01 — 753
Architect
ural
Coatings
—19.6————————————————
Onsite
truck
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 0.00
Average
Daily
——————————————————
Off-Road
Equipment
0.02 0.02 0.39 1.08 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 154 154 0.01 < 0.005 — 155
Architect
ural
Coatings
—4.02————————————————
Onsite
truck
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 0.00
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Annual——————————————————
Off-Road
Equipment
< 0.005 < 0.005 0.07 0.20 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 25.5 25.5 < 0.005 < 0.005 — 25.6
Architect
ural
Coatings
—0.73————————————————
Onsite
truck
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 0.00
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.79 0.77 0.56 9.65 0.00 0.00 13.0 13.0 0.00 3.19 3.19 — 2,961 2,961 0.04 0.03 7.03 2,977
Vendor 0.06 0.01 0.55 0.37 < 0.005 < 0.005 0.41 0.41 < 0.005 0.11 0.11 — 430 430 0.04 0.06 0.87 451
Hauling 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 0.00
Daily,
Winter
(Max)
——————————————————
Worker 0.79 0.77 0.70 8.97 0.00 0.00 13.0 13.0 0.00 3.19 3.19 — 2,799 2,799 0.05 0.03 0.18 2,808
Vendor 0.05 0.01 0.58 0.37 < 0.005 < 0.005 0.41 0.41 < 0.005 0.11 0.11 — 430 430 0.04 0.06 0.02 450
Hauling 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 0.00
Average
Daily
——————————————————
Worker 0.16 0.15 0.12 1.77 0.00 0.00 2.59 2.59 0.00 0.64 0.64 — 577 577 0.01 0.01 0.62 579
Vendor 0.01 < 0.005 0.12 0.08 < 0.005 < 0.005 0.08 0.08 < 0.005 0.02 0.02 — 88.4 88.4 0.01 0.01 0.08 92.5
Hauling 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 0.00
Annual——————————————————
Worker 0.03 0.03 0.02 0.32 0.00 0.00 0.47 0.47 0.00 0.12 0.12 — 95.5 95.5 < 0.005 < 0.005 0.10 95.9
Vendor < 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 0.02 0.02 < 0.005 < 0.005 < 0.005 — 14.6 14.6 < 0.005 < 0.005 0.01 15.3
Hauling 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 0.00
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3.22. Interior Buildout (2028) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.09 0.09 1.92 5.25 0.01 0.01 — 0.01 0.01 — 0.01 — 750 750 0.03 0.01 — 753
Architect
ural
Coatings
—19.6————————————————
Onsite
truck
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 0.00
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.09 0.09 1.92 5.25 0.01 0.01 — 0.01 0.01 — 0.01 — 750 750 0.03 0.01 — 753
Architect
ural
Coatings
—19.6————————————————
Onsite
truck
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 0.00
Average
Daily
——————————————————
Off-Road
Equipment
0.02 0.02 0.39 1.08 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 154 154 0.01 < 0.005 — 155
Architect
ural
Coatings
—4.02————————————————
Onsite
truck
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 0.00
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Annual——————————————————
Off-Road
Equipment
< 0.005 < 0.005 0.07 0.20 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 25.5 25.5 < 0.005 < 0.005 — 25.6
Architect
ural
Coatings
—0.73————————————————
Onsite
truck
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 0.00
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.79 0.77 0.56 9.65 0.00 0.00 13.0 13.0 0.00 3.19 3.19 — 2,961 2,961 0.04 0.03 7.03 2,977
Vendor 0.06 0.01 0.55 0.37 < 0.005 < 0.005 0.41 0.41 < 0.005 0.11 0.11 — 430 430 0.04 0.06 0.87 451
Hauling 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 0.00
Daily,
Winter
(Max)
——————————————————
Worker 0.79 0.77 0.70 8.97 0.00 0.00 13.0 13.0 0.00 3.19 3.19 — 2,799 2,799 0.05 0.03 0.18 2,808
Vendor 0.05 0.01 0.58 0.37 < 0.005 < 0.005 0.41 0.41 < 0.005 0.11 0.11 — 430 430 0.04 0.06 0.02 450
Hauling 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 0.00
Average
Daily
——————————————————
Worker 0.16 0.15 0.12 1.77 0.00 0.00 2.59 2.59 0.00 0.64 0.64 — 577 577 0.01 0.01 0.62 579
Vendor 0.01 < 0.005 0.12 0.08 < 0.005 < 0.005 0.08 0.08 < 0.005 0.02 0.02 — 88.4 88.4 0.01 0.01 0.08 92.5
Hauling 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 0.00
Annual——————————————————
Worker 0.03 0.03 0.02 0.32 0.00 0.00 0.47 0.47 0.00 0.12 0.12 — 95.5 95.5 < 0.005 < 0.005 0.10 95.9
Vendor < 0.005 < 0.005 0.02 0.01 < 0.005 < 0.005 0.02 0.02 < 0.005 < 0.005 < 0.005 — 14.6 14.6 < 0.005 < 0.005 0.01 15.3
Hauling 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 0.00
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3.23. Startup/Inspections (2028) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Off-Road
Equipment
0.02 0.02 0.09 1.34 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 191 191 0.01 < 0.005 — 191
Onsite
truck
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 0.00
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.02 0.02 0.09 1.34 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 191 191 0.01 < 0.005 — 191
Onsite
truck
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 0.00
Average
Daily
——————————————————
Off-Road
Equipment
0.01 0.01 0.04 0.62 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 88.7 88.7 < 0.005 < 0.005 — 89.1
Onsite
truck
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 0.00
Annual——————————————————
Off-Road
Equipment
< 0.005 < 0.005 0.01 0.11 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 14.7 14.7 < 0.005 < 0.005 — 14.7
Onsite
truck
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 0.00
Offsite — — — — — — — — — — — — — — — — — —
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——————————————————Daily,
Summer
(Max)
Worker 0.74 0.72 0.53 9.08 0.00 0.00 12.2 12.2 0.00 3.00 3.00 — 2,785 2,785 0.04 0.02 6.62 2,800
Vendor 0.01 < 0.005 0.14 0.09 < 0.005 < 0.005 0.10 0.10 < 0.005 0.03 0.03 — 108 108 0.01 0.02 0.22 113
Hauling 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 0.00
Daily,
Winter
(Max)
——————————————————
Worker 0.74 0.72 0.66 8.44 0.00 0.00 12.2 12.2 0.00 3.00 3.00 — 2,632 2,632 0.05 0.02 0.17 2,641
Vendor 0.01 < 0.005 0.14 0.09 < 0.005 < 0.005 0.10 0.10 < 0.005 0.03 0.03 — 108 108 0.01 0.02 0.01 112
Hauling 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 0.00
Average
Daily
——————————————————
Worker 0.34 0.33 0.26 3.77 0.00 0.00 5.53 5.53 0.00 1.36 1.36 — 1,230 1,230 0.02 0.01 1.33 1,235
Vendor 0.01 < 0.005 0.07 0.04 < 0.005 < 0.005 0.05 0.05 < 0.005 0.01 0.01 — 50.1 50.1 < 0.005 0.01 0.04 52.4
Hauling 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 0.00
Annual——————————————————
Worker 0.06 0.06 0.05 0.69 0.00 0.00 1.01 1.01 0.00 0.25 0.25 — 204 204 < 0.005 < 0.005 0.22 204
Vendor < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 8.30 8.30 < 0.005 < 0.005 0.01 8.68
Hauling 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 0.00
3.24. Startup/Inspections (2028) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
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191—<0.0050.01191191—< 0.005—<0.005<0.005—<0.005< 0.0051.340.090.020.02Off-Road
Equipment
Onsite
truck
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 0.00
Daily,
Winter
(Max)
——————————————————
Off-Road
Equipment
0.02 0.02 0.09 1.34 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 191 191 0.01 < 0.005 — 191
Onsite
truck
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 0.00
Average
Daily
——————————————————
Off-Road
Equipment
0.01 0.01 0.04 0.62 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 88.7 88.7 < 0.005 < 0.005 — 89.1
Onsite
truck
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 0.00
Annual——————————————————
Off-Road
Equipment
< 0.005 < 0.005 0.01 0.11 < 0.005 < 0.005 — < 0.005 < 0.005 — < 0.005 — 14.7 14.7 < 0.005 < 0.005 — 14.7
Onsite
truck
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 0.00
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Worker 0.74 0.72 0.53 9.08 0.00 0.00 12.2 12.2 0.00 3.00 3.00 — 2,785 2,785 0.04 0.02 6.62 2,800
Vendor 0.01 < 0.005 0.14 0.09 < 0.005 < 0.005 0.10 0.10 < 0.005 0.03 0.03 — 108 108 0.01 0.02 0.22 113
Hauling 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 0.00
Daily,
Winter
(Max)
——————————————————
Worker 0.74 0.72 0.66 8.44 0.00 0.00 12.2 12.2 0.00 3.00 3.00 — 2,632 2,632 0.05 0.02 0.17 2,641
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Vendor 0.01 < 0.005 0.14 0.09 < 0.005 < 0.005 0.10 0.10 < 0.005 0.03 0.03 — 108 108 0.01 0.02 0.01 112
Hauling 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 0.00
Average
Daily
——————————————————
Worker 0.34 0.33 0.26 3.77 0.00 0.00 5.53 5.53 0.00 1.36 1.36 — 1,230 1,230 0.02 0.01 1.33 1,235
Vendor 0.01 < 0.005 0.07 0.04 < 0.005 < 0.005 0.05 0.05 < 0.005 0.01 0.01 — 50.1 50.1 < 0.005 0.01 0.04 52.4
Hauling 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 0.00
Annual——————————————————
Worker 0.06 0.06 0.05 0.69 0.00 0.00 1.01 1.01 0.00 0.25 0.25 — 204 204 < 0.005 < 0.005 0.22 204
Vendor < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 0.01 0.01 < 0.005 < 0.005 < 0.005 — 8.30 8.30 < 0.005 < 0.005 0.01 8.68
Hauling 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 0.00
3.25. Decommissioning (2057) - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Daily,
Winter
(Max)
——————————————————
Average
Daily
——————————————————
Annual——————————————————
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
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——————————————————Daily,
Winter
(Max)
Average
Daily
——————————————————
Annual——————————————————
3.26. Decommissioning (2057) - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Location TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Onsite——————————————————
Daily,
Summer
(Max)
——————————————————
Daily,
Winter
(Max)
——————————————————
Average
Daily
——————————————————
Annual——————————————————
Offsite — — — — — — — — — — — — — — — — — —
Daily,
Summer
(Max)
——————————————————
Daily,
Winter
(Max)
——————————————————
Average
Daily
——————————————————
Annual——————————————————
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4. Operations Emissions Details
4.1. Mobile Emissions by Land Use
4.1.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Researc
h
&
Development
15.4 13.8 11.6 160 0.51 0.24 50.2 50.5 0.23 12.7 13.0 — 51,637 51,637 1.45 1.50 124 52,244
High
Turnover
(Sit Down
Restaurant)
0.36 0.32 0.27 3.69 0.01 0.01 1.16 1.16 0.01 0.29 0.30 — 1,191 1,191 0.03 0.03 2.86 1,205
General
Office
Building
0.32 0.29 0.24 3.30 0.01 0.01 1.04 1.04 < 0.005 0.26 0.27 — 1,065 1,065 0.03 0.03 2.56 1,078
Enclosed
Parking
with
Elevator
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 0.00
Parking
Lot
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 0.00
Health
Club
0.37 0.34 0.28 3.88 0.01 0.01 1.22 1.23 0.01 0.31 0.31 — 1,253 1,253 0.04 0.04 3.01 1,268
Total 16.5 14.8 12.4 171 0.54 0.26 53.7 53.9 0.24 13.6 13.8 — 55,146 55,146 1.54 1.60 132 55,794
Daily,
Winter
(Max)
——————————————————
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Researc
&
Development
15.2 13.6 13.7 150 0.49 0.24 50.2 50.5 0.23 12.7 13.0 — 49,348 49,348 1.55 1.65 3.21 49,881
High
Turnover
(Sit Down
Restaurant)
0.35 0.31 0.32 3.46 0.01 0.01 1.16 1.16 0.01 0.29 0.30 — 1,138 1,138 0.04 0.04 0.07 1,150
General
Office
Building
0.31 0.28 0.28 3.09 0.01 0.01 1.04 1.04 < 0.005 0.26 0.27 — 1,018 1,018 0.03 0.03 0.07 1,029
Enclosed
Parking
with
Elevator
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 0.00
Parking
Lot
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 0.00
Health
Club
0.37 0.33 0.33 3.64 0.01 0.01 1.22 1.23 0.01 0.31 0.31 — 1,198 1,198 0.04 0.04 0.08 1,211
Total 16.3 14.6 14.7 160 0.52 0.26 53.7 53.9 0.24 13.6 13.8 — 52,702 52,702 1.66 1.76 3.43 53,271
Annual——————————————————
Researc
h
&
Development
1.96 1.75 1.69 19.1 0.06 0.03 6.39 6.42 0.03 1.62 1.65 — 5,851 5,851 0.18 0.19 6.33 5,917
High
Turnover
(Sit Down
Restaurant)
0.05 0.04 0.04 0.44 < 0.005 < 0.005 0.15 0.15 < 0.005 0.04 0.04 — 135 135 < 0.005 < 0.005 0.15 136
General
Office
Building
0.04 0.04 0.03 0.39 < 0.005 < 0.005 0.13 0.13 < 0.005 0.03 0.03 — 121 121 < 0.005 < 0.005 0.13 122
Enclosed
Parking
with
Elevator
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 0.00
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0.000.000.000.000.000.00—0.000.000.000.000.000.000.000.000.000.000.00Parking
Lot
Health
Club
0.05 0.04 0.04 0.46 < 0.005 < 0.005 0.16 0.16 < 0.005 0.04 0.04 — 142 142 < 0.005 < 0.005 0.15 144
Total 2.10 1.87 1.80 20.4 0.07 0.03 6.82 6.86 0.03 1.73 1.76 — 6,248 6,248 0.19 0.20 6.76 6,320
4.1.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Researc
h
&
Development
15.4 13.8 11.6 160 0.51 0.24 50.2 50.5 0.23 12.7 13.0 — 51,637 51,637 1.45 1.50 124 52,244
High
Turnover
(Sit Down
Restaurant)
0.36 0.32 0.27 3.69 0.01 0.01 1.16 1.16 0.01 0.29 0.30 — 1,191 1,191 0.03 0.03 2.86 1,205
General
Office
Building
0.32 0.29 0.24 3.30 0.01 0.01 1.04 1.04 < 0.005 0.26 0.27 — 1,065 1,065 0.03 0.03 2.56 1,078
Enclosed
Parking
with
Elevator
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 0.00
Parking
Lot
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 0.00
Health
Club
0.37 0.34 0.28 3.88 0.01 0.01 1.22 1.23 0.01 0.31 0.31 — 1,253 1,253 0.04 0.04 3.01 1,268
Total 16.5 14.8 12.4 171 0.54 0.26 53.7 53.9 0.24 13.6 13.8 — 55,146 55,146 1.54 1.60 132 55,794
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——————————————————Daily,
Winter
(Max)
Researc
h
&
Development
15.2 13.6 13.7 150 0.49 0.24 50.2 50.5 0.23 12.7 13.0 — 49,348 49,348 1.55 1.65 3.21 49,881
High
Turnover
(Sit Down
Restaurant)
0.35 0.31 0.32 3.46 0.01 0.01 1.16 1.16 0.01 0.29 0.30 — 1,138 1,138 0.04 0.04 0.07 1,150
General
Office
Building
0.31 0.28 0.28 3.09 0.01 0.01 1.04 1.04 < 0.005 0.26 0.27 — 1,018 1,018 0.03 0.03 0.07 1,029
Enclosed
Parking
with
Elevator
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 0.00
Parking
Lot
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 0.00
Health
Club
0.37 0.33 0.33 3.64 0.01 0.01 1.22 1.23 0.01 0.31 0.31 — 1,198 1,198 0.04 0.04 0.08 1,211
Total 16.3 14.6 14.7 160 0.52 0.26 53.7 53.9 0.24 13.6 13.8 — 52,702 52,702 1.66 1.76 3.43 53,271
Annual——————————————————
Researc
h
&
Development
1.96 1.75 1.69 19.1 0.06 0.03 6.39 6.42 0.03 1.62 1.65 — 5,851 5,851 0.18 0.19 6.33 5,917
High
Turnover
(Sit Down
Restaurant)
0.05 0.04 0.04 0.44 < 0.005 < 0.005 0.15 0.15 < 0.005 0.04 0.04 — 135 135 < 0.005 < 0.005 0.15 136
General
Office
Building
0.04 0.04 0.03 0.39 < 0.005 < 0.005 0.13 0.13 < 0.005 0.03 0.03 — 121 121 < 0.005 < 0.005 0.13 122
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0.000.000.000.000.000.00—0.000.000.000.000.000.000.000.000.000.000.00Enclosed
Parking
with
Elevator
Parking
Lot
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 0.00
Health
Club
0.05 0.04 0.04 0.46 < 0.005 < 0.005 0.16 0.16 < 0.005 0.04 0.04 — 142 142 < 0.005 < 0.005 0.15 144
Total 2.10 1.87 1.80 20.4 0.07 0.03 6.82 6.86 0.03 1.73 1.76 — 6,248 6,248 0.19 0.20 6.76 6,320
4.2. Energy
4.2.1. Electricity Emissions By Land Use - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Researc
h
&
Development
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
General
Office
Building
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Enclosed
Parking
with
Elevator
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
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0.00—0.000.000.000.00————————————Parking
Lot
Health
Club
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Daily,
Winter
(Max)
——————————————————
Researc
h
&
Development
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
General
Office
Building
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Enclosed
Parking
with
Elevator
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Health
Club
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Annual——————————————————
Researc
h
&
Development
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
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0.00—0.000.000.000.00————————————High
Turnover
(Sit Down
Restaurant)
General
Office
Building
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Enclosed
Parking
with
Elevator
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Health
Club
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
4.2.2. Electricity Emissions By Land Use - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Researc
h
&
Development
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
General
Office
Building
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
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Enclosed
Parking
with
Elevator
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Health
Club
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Daily,
Winter
(Max)
——————————————————
Researc
h
&
Development
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
General
Office
Building
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Enclosed
Parking
with
Elevator
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Health
Club
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Annual——————————————————
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0.00—0.000.000.000.00————————————Researc
h
&
Development
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
General
Office
Building
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Enclosed
Parking
with
Elevator
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Health
Club
— — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
Total — — — — — — — — — — — — 0.00 0.00 0.00 0.00 — 0.00
4.2.3. Natural Gas Emissions By Land Use - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Researc
h
&
Development
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
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0.00—0.000.000.000.00—0.00—0.000.00—0.000.000.000.000.000.00High
Turnover
(Sit Down
Restaurant)
General
Office
Building
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
Enclosed
Parking
with
Elevator
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
Parking
Lot
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
Health
Club
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
Total 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
Daily,
Winter
(Max)
——————————————————
Researc
h
&
Development
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
High
Turnover
(Sit Down
Restaurant)
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
General
Office
Building
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
Enclosed
Parking
with
Elevator
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
Parking
Lot
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
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Health
Club
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
Total 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
Annual——————————————————
Researc
h
&
Development
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
High
Turnover
(Sit Down
Restaurant)
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
General
Office
Building
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
Enclosed
Parking
with
Elevator
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
Parking
Lot
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
Health
Club
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
Total 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
4.2.4. Natural Gas Emissions By Land Use - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
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0.00—0.000.000.000.00—0.00—0.000.00—0.000.000.000.000.000.00Researc
h
&
Development
High
Turnover
(Sit Down
Restaurant)
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
General
Office
Building
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
Enclosed
Parking
with
Elevator
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
Parking
Lot
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
Health
Club
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
Total 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
Daily,
Winter
(Max)
——————————————————
Researc
h
&
Development
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
High
Turnover
(Sit Down
Restaurant)
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
General
Office
Building
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
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0.00—0.000.000.000.00—0.00—0.000.00—0.000.000.000.000.000.00Enclosed
Parking
with
Elevator
Parking
Lot
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
Health
Club
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
Total 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
Annual——————————————————
Researc
h
&
Development
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
High
Turnover
(Sit Down
Restaurant)
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
General
Office
Building
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
Enclosed
Parking
with
Elevator
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
Parking
Lot
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
Health
Club
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
Total 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
4.3. Area Emissions by Source
4.3.1. Unmitigated
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Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Source TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Consum
er
Products
—18.9————————————————
Architect
ural
Coatings
—2.58————————————————
Landsca
pe
Equipme
nt
10.3 9.52 0.49 58.0 < 0.005 0.10 — 0.10 0.08 — 0.08 — 238 238 0.01 < 0.005 — 239
Total 10.3 31.0 0.49 58.0 < 0.005 0.10 — 0.10 0.08 — 0.08 — 238 238 0.01 < 0.005 — 239
Daily,
Winter
(Max)
——————————————————
Consum
er
Products
—18.9————————————————
Architect
ural
Coatings
—2.58————————————————
Total—21.5————————————————
Annual——————————————————
Consum
er
Products
—3.44————————————————
Architect
ural
Coatings
—0.47————————————————
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19.5—<0.005<0.00519.519.5—0.01—0.010.01—0.01< 0.0055.220.040.860.93Landsca
pe
Equipme
Total 0.93 4.77 0.04 5.22 < 0.005 0.01 — 0.01 0.01 — 0.01 — 19.5 19.5 < 0.005 < 0.005 — 19.5
4.3.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Source TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Consum
er
Products
—17.5————————————————
Architect
ural
Coatings
—1.15————————————————
Total—18.6————————————————
Daily,
Winter
(Max)
——————————————————
Consum
er
Products
—17.5————————————————
Architect
ural
Coatings
—1.15————————————————
Total—18.6————————————————
Annual——————————————————
Consum
er
Products
—3.19————————————————
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————————————————0.21—Architect
ural
Coatings
Total—3.40————————————————
4.4. Water Emissions by Land Use
4.4.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Researc
h
&
Development
— — — — — — — — — — — 8.82 0.00 8.82 0.90 0.02 — 37.8
High
Turnover
(Sit Down
Restaurant)
———————————0.200.000.200.02<0.005—0.87
General
Office
Building
———————————0.180.000.180.02<0.005—0.78
Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Health
Club
———————————0.210.000.210.02<0.005—0.92
Total — — — — — — — — — — — 9.42 0.00 9.42 0.97 0.02 — 40.4
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Daily,
Winter
(Max)
——————————————————
Researc
h
&
Development
— — — — — — — — — — — 8.82 0.00 8.82 0.90 0.02 — 37.8
High
Turnover
(Sit Down
Restaurant)
———————————0.200.000.200.02<0.005—0.87
General
Office
Building
———————————0.180.000.180.02<0.005—0.78
Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Health
Club
———————————0.210.000.210.02<0.005—0.92
Total — — — — — — — — — — — 9.42 0.00 9.42 0.97 0.02 — 40.4
Annual——————————————————
Researc
h
&
Development
———————————1.460.001.460.15<0.005—6.27
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — 0.03 0.00 0.03 < 0.005 < 0.005 — 0.14
General
Office
Building
— — — — — — — — — — — 0.03 0.00 0.03 < 0.005 < 0.005 — 0.13
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0.00—0.000.000.000.000.00———————————Enclosed
Parking
with
Elevator
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Health
Club
— — — — — — — — — — — 0.04 0.00 0.04 < 0.005 < 0.005 — 0.15
Total — — — — — — — — — — — 1.56 0.00 1.56 0.16 < 0.005 — 6.69
4.4.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Researc
h
&
Development
— — — — — — — — — — — 8.82 0.00 8.82 0.90 0.02 — 37.8
High
Turnover
(Sit Down
Restaurant)
———————————0.200.000.200.02<0.005—0.87
General
Office
Building
———————————0.180.000.180.02<0.005—0.78
Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
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0.92—<0.0050.020.210.000.21———————————Health
Club
Total — — — — — — — — — — — 9.42 0.00 9.42 0.97 0.02 — 40.4
Daily,
Winter
(Max)
——————————————————
Researc
h
&
Development
— — — — — — — — — — — 8.82 0.00 8.82 0.90 0.02 — 37.8
High
Turnover
(Sit Down
Restaurant)
———————————0.200.000.200.02<0.005—0.87
General
Office
Building
———————————0.180.000.180.02<0.005—0.78
Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Health
Club
———————————0.210.000.210.02<0.005—0.92
Total — — — — — — — — — — — 9.42 0.00 9.42 0.97 0.02 — 40.4
Annual——————————————————
Researc
h
&
Development
———————————1.460.001.460.15<0.005—6.27
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — 0.03 0.00 0.03 < 0.005 < 0.005 — 0.14
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0.13—<0.005<0.0050.030.000.03———————————General
Office
Building
Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Health
Club
— — — — — — — — — — — 0.04 0.00 0.04 < 0.005 < 0.005 — 0.15
Total — — — — — — — — — — — 1.56 0.00 1.56 0.16 < 0.005 — 6.69
4.5. Waste Emissions by Land Use
4.5.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Researc
h
&
Development
— — — — — — — — — — — 351 0.00 351 35.1 0.00 — 1,227
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — 9.11 0.00 9.11 0.91 0.00 — 31.9
General
Office
Building
— — — — — — — — — — — 8.15 0.00 8.15 0.81 0.00 — 28.5
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0.00—0.000.000.000.000.00———————————Enclosed
Parking
with
Elevator
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Health
Club
— — — — — — — — — — — 8.19 0.00 8.19 0.82 0.00 — 28.7
Total — — — — — — — — — — — 376 0.00 376 37.6 0.00 — 1,317
Daily,
Winter
(Max)
——————————————————
Researc
h
&
Development
— — — — — — — — — — — 351 0.00 351 35.1 0.00 — 1,227
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — 9.11 0.00 9.11 0.91 0.00 — 31.9
General
Office
Building
— — — — — — — — — — — 8.15 0.00 8.15 0.81 0.00 — 28.5
Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Health
Club
— — — — — — — — — — — 8.19 0.00 8.19 0.82 0.00 — 28.7
Total — — — — — — — — — — — 376 0.00 376 37.6 0.00 — 1,317
Annual——————————————————
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203—0.005.8158.10.0058.1———————————Researc
h
&
Development
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — 1.51 0.00 1.51 0.15 0.00 — 5.28
General
Office
Building
— — — — — — — — — — — 1.35 0.00 1.35 0.13 0.00 — 4.72
Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Health
Club
— — — — — — — — — — — 1.36 0.00 1.36 0.14 0.00 — 4.75
Total———————————62.30.0062.36.230.00—218
4.5.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Researc
h
&
Development
— — — — — — — — — — — 351 0.00 351 35.1 0.00 — 1,227
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31.9—0.000.919.110.009.11———————————High
Turnover
(Sit Down
Restaurant)
General
Office
Building
— — — — — — — — — — — 8.15 0.00 8.15 0.81 0.00 — 28.5
Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Health
Club
— — — — — — — — — — — 8.19 0.00 8.19 0.82 0.00 — 28.7
Total — — — — — — — — — — — 376 0.00 376 37.6 0.00 — 1,317
Daily,
Winter
(Max)
——————————————————
Researc
h
&
Development
— — — — — — — — — — — 351 0.00 351 35.1 0.00 — 1,227
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — 9.11 0.00 9.11 0.91 0.00 — 31.9
General
Office
Building
— — — — — — — — — — — 8.15 0.00 8.15 0.81 0.00 — 28.5
Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
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Health
Club
— — — — — — — — — — — 8.19 0.00 8.19 0.82 0.00 — 28.7
Total — — — — — — — — — — — 376 0.00 376 37.6 0.00 — 1,317
Annual——————————————————
Researc
h
&
Development
———————————58.10.0058.15.810.00—203
High
Turnover
(Sit Down
Restaurant)
— — — — — — — — — — — 1.51 0.00 1.51 0.15 0.00 — 5.28
General
Office
Building
— — — — — — — — — — — 1.35 0.00 1.35 0.13 0.00 — 4.72
Enclosed
Parking
with
Elevator
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Parking
Lot
— — — — — — — — — — — 0.00 0.00 0.00 0.00 0.00 — 0.00
Health
Club
— — — — — — — — — — — 1.36 0.00 1.36 0.14 0.00 — 4.75
Total———————————62.30.0062.36.230.00—218
4.6. Refrigerant Emissions by Land Use
4.6.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
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Researc
&
Development
————————————————21.121.1
High
Turnover
(Sit Down
Restaurant)
————————————————29.729.7
General
Office
Building
————————————————0.040.04
Health
Club
————————————————0.100.10
Total————————————————50.950.9
Daily,
Winter
(Max)
——————————————————
Researc
h
&
Development
————————————————21.121.1
High
Turnover
(Sit Down
Restaurant)
————————————————29.729.7
General
Office
Building
————————————————0.040.04
Health
Club
————————————————0.100.10
Total————————————————50.950.9
Annual——————————————————
Researc
h
&
Development
————————————————3.493.49
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4.924.92————————————————High
Turnover
(Sit
Down
Restaurant)
General
Office
Building
————————————————0.010.01
Health
Club
————————————————0.020.02
Total————————————————8.438.43
4.6.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Researc
h
&
Development
————————————————21.121.1
High
Turnover
(Sit Down
Restaurant)
————————————————29.729.7
General
Office
Building
————————————————0.040.04
Health
Club
————————————————0.100.10
Total————————————————50.950.9
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——————————————————Daily,
Winter
(Max)
Researc
h
&
Development
————————————————21.121.1
High
Turnover
(Sit Down
Restaurant)
————————————————29.729.7
General
Office
Building
————————————————0.040.04
Health
Club
————————————————0.100.10
Total————————————————50.950.9
Annual——————————————————
Researc
h
&
Development
————————————————3.493.49
High
Turnover
(Sit Down
Restaurant)
————————————————4.924.92
General
Office
Building
————————————————0.010.01
Health
Club
————————————————0.020.02
Total————————————————8.438.43
4.7. Offroad Emissions By Equipment Type
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4.7.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Equipme
nt
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Total——————————————————
Daily,
Winter
(Max)
——————————————————
Total——————————————————
Annual——————————————————
Total——————————————————
4.7.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Equipme
nt
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Total——————————————————
Daily,
Winter
(Max)
——————————————————
Total——————————————————
Annual——————————————————
Total——————————————————
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4.8. Stationary Emissions By Equipment Type
4.8.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Equipme
nt
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Emergen
cy
Generato
r
7.25 6.60 18.5 16.8 0.03 0.97 0.00 0.97 0.97 0.00 0.97 0.00 3,377 3,377 0.14 0.03 0.00 3,389
Total 7.25 6.60 18.5 16.8 0.03 0.97 0.00 0.97 0.97 0.00 0.97 0.00 3,377 3,377 0.14 0.03 0.00 3,389
Daily,
Winter
(Max)
——————————————————
Emergen
cy
Generato
r
7.25 6.60 18.5 16.8 0.03 0.97 0.00 0.97 0.97 0.00 0.97 0.00 3,377 3,377 0.14 0.03 0.00 3,389
Total 7.25 6.60 18.5 16.8 0.03 0.97 0.00 0.97 0.97 0.00 0.97 0.00 3,377 3,377 0.14 0.03 0.00 3,389
Annual——————————————————
Emergen
cy
Generato
r
1.09 0.99 2.77 2.53 < 0.005 0.15 0.00 0.15 0.15 0.00 0.15 0.00 460 460 0.02 < 0.005 0.00 461
Total 1.09 0.99 2.77 2.53 < 0.005 0.15 0.00 0.15 0.15 0.00 0.15 0.00 460 460 0.02 < 0.005 0.00 461
4.8.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
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CO2eRN2OCH4CO2TNBCO2BCO2PM2.5TPM2.5DPM2.5EPM10TPM10DPM10ESO2CONOxROGTOGEquipme
nt
Daily,
Summer
(Max)
——————————————————
Emergen
cy
Generato
r
7.25 6.60 18.5 16.8 0.03 0.97 0.00 0.97 0.97 0.00 0.97 0.00 3,377 3,377 0.14 0.03 0.00 3,389
Total 7.25 6.60 18.5 16.8 0.03 0.97 0.00 0.97 0.97 0.00 0.97 0.00 3,377 3,377 0.14 0.03 0.00 3,389
Daily,
Winter
(Max)
——————————————————
Emergen
cy
Generato
r
7.25 6.60 18.5 16.8 0.03 0.97 0.00 0.97 0.97 0.00 0.97 0.00 3,377 3,377 0.14 0.03 0.00 3,389
Total 7.25 6.60 18.5 16.8 0.03 0.97 0.00 0.97 0.97 0.00 0.97 0.00 3,377 3,377 0.14 0.03 0.00 3,389
Annual——————————————————
Emergen
cy
Generato
r
1.09 0.99 2.77 2.53 < 0.005 0.15 0.00 0.15 0.15 0.00 0.15 0.00 460 460 0.02 < 0.005 0.00 461
Total 1.09 0.99 2.77 2.53 < 0.005 0.15 0.00 0.15 0.15 0.00 0.15 0.00 460 460 0.02 < 0.005 0.00 461
4.9. User Defined Emissions By Equipment Type
4.9.1. Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Equipme
nt
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
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——————————————————Daily,
Summer
(Max)
Total——————————————————
Daily,
Winter
(Max)
——————————————————
Total——————————————————
Annual——————————————————
Total——————————————————
4.9.2. Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Equipme
nt
Type
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Total——————————————————
Daily,
Winter
(Max)
——————————————————
Total——————————————————
Annual——————————————————
Total——————————————————
4.10. Soil Carbon Accumulation By Vegetation Type
4.10.1. Soil Carbon Accumulation By Vegetation Type - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
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Vegetatio TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Total——————————————————
Daily,
Winter
(Max)
——————————————————
Total——————————————————
Annual——————————————————
Total——————————————————
4.10.2. Above and Belowground Carbon Accumulation by Land Use Type - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Total——————————————————
Daily,
Winter
(Max)
——————————————————
Total——————————————————
Annual——————————————————
Total——————————————————
4.10.3. Avoided and Sequestered Emissions by Species - Unmitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Species TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
I131 South - Construction and Operation - 2/7/2024 Detailed Report, 2/7/2024
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Daily,
Summer
(Max)
——————————————————
Avoided — — — — — — — — — — — — — — — — — —
Vine
Maple
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -2.34 -2.34 — — — -2.34
Big Leaf
Maple
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.02 -1.02 — — — -1.02
Cyprus
Strawberry
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.27 -1.27 — — — -1.27
Strawber
ry
Tree
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 -0.01 > -0.005 > -0.005 > -0.005 — -8.43 -8.43 — — — -8.43
Snowbru
sh
ceanothu
s
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.03 -1.03 — — — -1.03
Ca
redbud
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -2.84 -2.84 — — — -2.84
Monterey
Cyprus
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.25 -0.25 — — — -0.25
Ca
Sycamore
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -2.06 -2.06 — — — -2.06
Ca
Laurel
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.17 -0.17 — — — -0.17
Europea
n
Olive
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.25 -1.25 — — — -1.25
Fremont
Cottonwood
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 -0.01 > -0.005 > -0.005 > -0.005 — -4.34 -4.34 — — — -4.34
Ca Live
Oak
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 -0.01 > -0.005 > -0.005 > -0.005 — -6.96 -6.96 — — — -6.96
Red
Willow
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.52 -1.52 — — — -1.52
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-4.70———-4.70-4.70—> -0.005> -0.005> -0.005>-0.005>-0.005> -0.005> -0.005—> -0.005> -0.005—Coast
Redwood
Subtotal — -0.02 > -0.005 — -0.01 -0.02 -0.02 -0.04 -0.01 -0.01 -0.01 — -38.2 -38.2 — — — -38.2
Sequest
ered
——————————————————
Vine
Maple
————————————-5.61-5.61———-5.61
Big Leaf
Maple
————————————-7.77-7.77———-7.77
Cyprus
Strawberry
————————————-1.73-1.73———-1.73
Strawber
ry
Tree
————————————-12.3-12.3———-12.3
Snowbru
sh
ceanothu
s
————————————-6.90-6.90———-6.90
Ca
redbud
————————————-6.01-6.01———-6.01
Monterey
Cyprus
————————————-0.76-0.76———-0.76
Ca
Sycamore
————————————-4.14-4.14———-4.14
Ca
Laurel
————————————-0.78-0.78———-0.78
Europea
n
Olive
————————————-1.97-1.97———-1.97
Fremont
Cottonwood
————————————-40.9-40.9———-40.9
Ca Live
Oak
————————————-16.4-16.4———-16.4
Red
Willow
————————————-11.2-11.2———-11.2
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Coast
Redwood
————————————-13.6-13.6———-13.6
Subtotal — — — — — — — — — — — — -130 -130 — — — -130
Remove
d
——————————————————
Vine
Maple
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Big Leaf
Maple
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Cyprus
Strawberry
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Strawber
ry
Tree
— — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Snowbru
sh
ceanothu
s
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Ca
redbud
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Monterey
Cyprus
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Ca
Sycamore
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Ca
Laurel
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Europea
n
Olive
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Fremont
Cottonwood
— — -0.02 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Ca Live
Oak
— — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Red
Willow
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
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Coast
Redwood
— — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Subtotal — — -0.06 — -0.01 -0.01 -0.01 -0.02 > -0.005 > -0.005 > -0.005 — — — — — — —
———————————————————
Total — -0.02 -0.07 — -0.02 -0.03 -0.03 -0.06 -0.01 -0.01 -0.02 — -168 -168 — — — -168
Daily,
Winter
(Max)
——————————————————
Avoided — — — — — — — — — — — — — — — — — —
Vine
Maple
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -2.34 -2.34 — — — -2.34
Big Leaf
Maple
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.02 -1.02 — — — -1.02
Cyprus
Strawberry
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.27 -1.27 — — — -1.27
Strawber
ry
Tree
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 -0.01 > -0.005 > -0.005 > -0.005 — -8.43 -8.43 — — — -8.43
Snowbru
sh
ceanothu
s
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.03 -1.03 — — — -1.03
Ca
redbud
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -2.84 -2.84 — — — -2.84
Monterey
Cyprus
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.25 -0.25 — — — -0.25
Ca
Sycamore
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -2.06 -2.06 — — — -2.06
Ca
Laurel
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.17 -0.17 — — — -0.17
Europea
n
Olive
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.25 -1.25 — — — -1.25
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-4.34———-4.34-4.34—> -0.005> -0.005> -0.005-0.01>-0.005> -0.005> -0.005—> -0.005> -0.005—Fremont
Cottonwood
Ca Live
Oak
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 -0.01 > -0.005 > -0.005 > -0.005 — -6.96 -6.96 — — — -6.96
Red
Willow
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.52 -1.52 — — — -1.52
Coast
Redwood
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -4.70 -4.70 — — — -4.70
Subtotal — -0.02 > -0.005 — -0.01 -0.02 -0.02 -0.04 -0.01 -0.01 -0.01 — -38.2 -38.2 — — — -38.2
Sequest
ered
——————————————————
Vine
Maple
————————————-5.61-5.61———-5.61
Big Leaf
Maple
————————————-7.77-7.77———-7.77
Cyprus
Strawberry
————————————-1.73-1.73———-1.73
Strawber
ry
Tree
————————————-12.3-12.3———-12.3
Snowbru
sh
ceanothu
s
————————————-6.90-6.90———-6.90
Ca
redbud
————————————-6.01-6.01———-6.01
Monterey
Cyprus
————————————-0.76-0.76———-0.76
Ca
Sycamore
————————————-4.14-4.14———-4.14
Ca
Laurel
————————————-0.78-0.78———-0.78
Europea
n
Olive
————————————-1.97-1.97———-1.97
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Fremont
Cottonwood
————————————-40.9-40.9———-40.9
Ca Live
Oak
————————————-16.4-16.4———-16.4
Red
Willow
————————————-11.2-11.2———-11.2
Coast
Redwood
————————————-13.6-13.6———-13.6
Subtotal — — — — — — — — — — — — -130 -130 — — — -130
Remove
d
——————————————————
Vine
Maple
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Big Leaf
Maple
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Cyprus
Strawberry
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Strawber
ry
Tree
— — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Snowbru
sh
ceanothu
s
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Ca
redbud
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Monterey
Cyprus
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Ca
Sycamore
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Ca
Laurel
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Europea
n
Olive
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
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Fremont
Cottonwood
— — -0.02 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Ca Live
Oak
— — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Red
Willow
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Coast
Redwood
— — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Subtotal — — -0.06 — -0.01 -0.01 -0.01 -0.02 > -0.005 > -0.005 > -0.005 — — — — — — —
———————————————————
Total — -0.02 -0.07 — -0.02 -0.03 -0.03 -0.06 -0.01 -0.01 -0.02 — -168 -168 — — — -168
Annual——————————————————
Avoided — — — — — — — — — — — — — — — — — —
Vine
Maple
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.39 -0.39 — — — -0.39
Big Leaf
Maple
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.17 -0.17 — — — -0.17
Cyprus
Strawberry
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.21 -0.21 — — — -0.21
Strawber
ry
Tree
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.40 -1.40 — — — -1.40
Snowbru
sh
ceanothu
s
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.17 -0.17 — — — -0.17
Ca
redbud
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.47 -0.47 — — — -0.47
Monterey
Cyprus
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.04 -0.04 — — — -0.04
Ca
Sycamore
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.34 -0.34 — — — -0.34
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-0.03———-0.03-0.03—> -0.005> -0.005> -0.005>-0.005>-0.005> -0.005> -0.005—> -0.005> -0.005—Ca
Laurel
Europea
n
Olive
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.21 -0.21 — — — -0.21
Fremont
Cottonwood
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.72 -0.72 — — — -0.72
Ca Live
Oak
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.15 -1.15 — — — -1.15
Red
Willow
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.25 -0.25 — — — -0.25
Coast
Redwood
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.78 -0.78 — — — -0.78
Subtotal — > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 -0.01 > -0.005 > -0.005 > -0.005 — -6.32 -6.32 — — — -6.32
Sequest
ered
——————————————————
Vine
Maple
————————————-0.93-0.93———-0.93
Big Leaf
Maple
————————————-1.29-1.29———-1.29
Cyprus
Strawberry
————————————-0.29-0.29———-0.29
Strawber
ry
Tree
————————————-2.03-2.03———-2.03
Snowbru
sh
ceanothu
s
————————————-1.14-1.14———-1.14
Ca
redbud
————————————-1.00-1.00———-1.00
Monterey
Cyprus
————————————-0.13-0.13———-0.13
Ca
Sycamore
————————————-0.69-0.69———-0.69
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Ca
Laurel
————————————-0.13-0.13———-0.13
Europea
n
Olive
————————————-0.33-0.33———-0.33
Fremont
Cottonwood
————————————-6.78-6.78———-6.78
Ca Live
Oak
————————————-2.72-2.72———-2.72
Red
Willow
————————————-1.85-1.85———-1.85
Coast
Redwood
————————————-2.26-2.26———-2.26
Subtotal — — — — — — — — — — — — -21.5 -21.5 — — — -21.5
Remove
d
——————————————————
Vine
Maple
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Big Leaf
Maple
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Cyprus
Strawberry
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Strawber
ry
Tree
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Snowbru
sh
ceanothu
s
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Ca
redbud
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Monterey
Cyprus
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Ca
Sycamore
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
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Ca
Laurel
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Europea
n
Olive
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Fremont
Cottonwood
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Ca Live
Oak
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Red
Willow
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Coast
Redwood
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Subtotal — — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
———————————————————
Total — > -0.005 -0.01 — > -0.005 -0.01 -0.01 -0.01 > -0.005 > -0.005 > -0.005 — -27.9 -27.9 — — — -27.9
4.10.4. Soil Carbon Accumulation By Vegetation Type - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Vegetatio
n
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Total——————————————————
Daily,
Winter
(Max)
——————————————————
Total——————————————————
Annual——————————————————
Total——————————————————
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4.10.5. Above and Belowground Carbon Accumulation by Land Use Type - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Land
Use
TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Total——————————————————
Daily,
Winter
(Max)
——————————————————
Total——————————————————
Annual——————————————————
Total——————————————————
4.10.6. Avoided and Sequestered Emissions by Species - Mitigated
Criteria Pollutants (lb/day for daily, ton/yr for annual) and GHGs (lb/day for daily, MT/yr for annual)
Species TOG ROG NOx CO SO2 PM10E PM10D PM10T PM2.5E PM2.5D PM2.5T BCO2 NBCO2 CO2T CH4 N2O R CO2e
Daily,
Summer
(Max)
——————————————————
Avoided — — — — — — — — — — — — — — — — — —
Vine
Maple
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -2.34 -2.34 — — — -2.34
Big Leaf
Maple
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.02 -1.02 — — — -1.02
Cyprus
Strawberry
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.27 -1.27 — — — -1.27
Strawber
ry
Tree
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 -0.01 > -0.005 > -0.005 > -0.005 — -8.43 -8.43 — — — -8.43
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Snowbru
ceanothus
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.03 -1.03 — — — -1.03
Ca
redbud
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -2.84 -2.84 — — — -2.84
Monterey
Cyprus
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.25 -0.25 — — — -0.25
Ca
Sycamore
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -2.06 -2.06 — — — -2.06
Ca
Laurel
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.17 -0.17 — — — -0.17
Europea
n
Olive
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.25 -1.25 — — — -1.25
Fremont
Cottonwood
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 -0.01 > -0.005 > -0.005 > -0.005 — -4.34 -4.34 — — — -4.34
Ca Live
Oak
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 -0.01 > -0.005 > -0.005 > -0.005 — -6.96 -6.96 — — — -6.96
Red
Willow
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.52 -1.52 — — — -1.52
Coast
Redwood
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -4.70 -4.70 — — — -4.70
Subtotal — -0.02 > -0.005 — -0.01 -0.02 -0.02 -0.04 -0.01 -0.01 -0.01 — -38.2 -38.2 — — — -38.2
Sequest
ered
——————————————————
Vine
Maple
————————————-5.61-5.61———-5.61
Big Leaf
Maple
————————————-7.77-7.77———-7.77
Cyprus
Strawberry
————————————-1.73-1.73———-1.73
Strawber
ry
Tree
————————————-12.3-12.3———-12.3
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-6.90———-6.90-6.90————————————Snowbru
sh
Ca
redbud
————————————-6.01-6.01———-6.01
Monterey
Cyprus
————————————-0.76-0.76———-0.76
Ca
Sycamore
————————————-4.14-4.14———-4.14
Ca
Laurel
————————————-0.78-0.78———-0.78
Europea
n
Olive
————————————-1.97-1.97———-1.97
Fremont
Cottonwood
————————————-40.9-40.9———-40.9
Ca Live
Oak
————————————-16.4-16.4———-16.4
Red
Willow
————————————-11.2-11.2———-11.2
Coast
Redwood
————————————-13.6-13.6———-13.6
Subtotal — — — — — — — — — — — — -130 -130 — — — -130
Remove
d
——————————————————
Vine
Maple
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Big Leaf
Maple
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Cyprus
Strawberry
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Strawber
ry
Tree
— — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
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———————> -0.005> -0.005> -0.005>-0.005>-0.005> -0.005> -0.005—> -0.005——Snowbru
sh
Ca
redbud
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Monterey
Cyprus
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Ca
Sycamore
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Ca
Laurel
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Europea
n
Olive
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Fremont
Cottonwood
— — -0.02 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Ca Live
Oak
— — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Red
Willow
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Coast
Redwood
— — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Subtotal — — -0.06 — -0.01 -0.01 -0.01 -0.02 > -0.005 > -0.005 > -0.005 — — — — — — —
———————————————————
Total — -0.02 -0.07 — -0.02 -0.03 -0.03 -0.06 -0.01 -0.01 -0.02 — -168 -168 — — — -168
Daily,
Winter
(Max)
——————————————————
Avoided — — — — — — — — — — — — — — — — — —
Vine
Maple
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -2.34 -2.34 — — — -2.34
Big Leaf
Maple
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.02 -1.02 — — — -1.02
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-1.27———-1.27-1.27—> -0.005> -0.005> -0.005>-0.005>-0.005> -0.005> -0.005—> -0.005> -0.005—Cyprus
Strawberry
Strawber
ry
Tree
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 -0.01 > -0.005 > -0.005 > -0.005 — -8.43 -8.43 — — — -8.43
Snowbru
sh
ceanothu
s
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.03 -1.03 — — — -1.03
Ca
redbud
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -2.84 -2.84 — — — -2.84
Monterey
Cyprus
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.25 -0.25 — — — -0.25
Ca
Sycamore
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -2.06 -2.06 — — — -2.06
Ca
Laurel
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.17 -0.17 — — — -0.17
Europea
n
Olive
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.25 -1.25 — — — -1.25
Fremont
Cottonwood
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 -0.01 > -0.005 > -0.005 > -0.005 — -4.34 -4.34 — — — -4.34
Ca Live
Oak
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 -0.01 > -0.005 > -0.005 > -0.005 — -6.96 -6.96 — — — -6.96
Red
Willow
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.52 -1.52 — — — -1.52
Coast
Redwood
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -4.70 -4.70 — — — -4.70
Subtotal — -0.02 > -0.005 — -0.01 -0.02 -0.02 -0.04 -0.01 -0.01 -0.01 — -38.2 -38.2 — — — -38.2
Sequest
ered
——————————————————
Vine
Maple
————————————-5.61-5.61———-5.61
Big Leaf
Maple
————————————-7.77-7.77———-7.77
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Cyprus
Strawberry
————————————-1.73-1.73———-1.73
Strawber
ry
Tree
————————————-12.3-12.3———-12.3
Snowbru
sh
ceanothu
s
————————————-6.90-6.90———-6.90
Ca
redbud
————————————-6.01-6.01———-6.01
Monterey
Cyprus
————————————-0.76-0.76———-0.76
Ca
Sycamore
————————————-4.14-4.14———-4.14
Ca
Laurel
————————————-0.78-0.78———-0.78
Europea
n
Olive
————————————-1.97-1.97———-1.97
Fremont
Cottonwood
————————————-40.9-40.9———-40.9
Ca Live
Oak
————————————-16.4-16.4———-16.4
Red
Willow
————————————-11.2-11.2———-11.2
Coast
Redwood
————————————-13.6-13.6———-13.6
Subtotal — — — — — — — — — — — — -130 -130 — — — -130
Remove
d
——————————————————
Vine
Maple
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Big Leaf
Maple
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
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Cyprus
Strawberry
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Strawber
ry
Tree
— — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Snowbru
sh
ceanothu
s
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Ca
redbud
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Monterey
Cyprus
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Ca
Sycamore
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Ca
Laurel
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Europea
n
Olive
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Fremont
Cottonwood
— — -0.02 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Ca Live
Oak
— — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Red
Willow
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Coast
Redwood
— — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Subtotal — — -0.06 — -0.01 -0.01 -0.01 -0.02 > -0.005 > -0.005 > -0.005 — — — — — — —
———————————————————
Total — -0.02 -0.07 — -0.02 -0.03 -0.03 -0.06 -0.01 -0.01 -0.02 — -168 -168 — — — -168
Annual——————————————————
Avoided — — — — — — — — — — — — — — — — — —
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Vine
Maple
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.39 -0.39 — — — -0.39
Big Leaf
Maple
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.17 -0.17 — — — -0.17
Cyprus
Strawberry
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.21 -0.21 — — — -0.21
Strawber
ry
Tree
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.40 -1.40 — — — -1.40
Snowbru
sh
ceanothu
s
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.17 -0.17 — — — -0.17
Ca
redbud
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.47 -0.47 — — — -0.47
Monterey
Cyprus
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.04 -0.04 — — — -0.04
Ca
Sycamore
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.34 -0.34 — — — -0.34
Ca
Laurel
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.03 -0.03 — — — -0.03
Europea
n
Olive
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.21 -0.21 — — — -0.21
Fremont
Cottonwood
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.72 -0.72 — — — -0.72
Ca Live
Oak
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -1.15 -1.15 — — — -1.15
Red
Willow
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.25 -0.25 — — — -0.25
Coast
Redwood
— > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — -0.78 -0.78 — — — -0.78
Subtotal — > -0.005 > -0.005 — > -0.005 > -0.005 > -0.005 -0.01 > -0.005 > -0.005 > -0.005 — -6.32 -6.32 — — — -6.32
Sequest
ered
——————————————————
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Vine
Maple
————————————-0.93-0.93———-0.93
Big Leaf
Maple
————————————-1.29-1.29———-1.29
Cyprus
Strawberry
————————————-0.29-0.29———-0.29
Strawber
ry
Tree
————————————-2.03-2.03———-2.03
Snowbru
sh
ceanothu
s
————————————-1.14-1.14———-1.14
Ca
redbud
————————————-1.00-1.00———-1.00
Monterey
Cyprus
————————————-0.13-0.13———-0.13
Ca
Sycamore
————————————-0.69-0.69———-0.69
Ca
Laurel
————————————-0.13-0.13———-0.13
Europea
n
Olive
————————————-0.33-0.33———-0.33
Fremont
Cottonwood
————————————-6.78-6.78———-6.78
Ca Live
Oak
————————————-2.72-2.72———-2.72
Red
Willow
————————————-1.85-1.85———-1.85
Coast
Redwood
————————————-2.26-2.26———-2.26
Subtotal — — — — — — — — — — — — -21.5 -21.5 — — — -21.5
Remove
d
——————————————————
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Vine
Maple
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Big Leaf
Maple
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Cyprus
Strawberry
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Strawber
ry
Tree
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Snowbru
sh
ceanothu
s
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Ca
redbud
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Monterey
Cyprus
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Ca
Sycamore
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Ca
Laurel
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Europea
n
Olive
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Fremont
Cottonwood
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Ca Live
Oak
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Red
Willow
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Coast
Redwood
— — > -0.005 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
Subtotal — — -0.01 — > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 > -0.005 — — — — — — —
———————————————————
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Total — > -0.005 -0.01 — > -0.005 -0.01 -0.01 -0.01 > -0.005 > -0.005 > -0.005 — -27.9 -27.9 — — — -27.9
5. Activity Data
5.1. Construction Schedule
Phase Name Phase Type Start Date End Date Days Per Week Work Days per Phase Phase Description
Building &
Demo/Abatement
Demolition 1/1/2026 3/1/2026 5.00 42.0 —
Rough Grading/Site Demo Grading 3/2/2026 4/16/2026 5.00 34.0 —
Deep Foundations Building Construction 3/16/2026 9/10/2026 5.00 129 —
Foundations Building Construction 7/24/2026 11/17/2026 5.00 83.0 —
Superstructure Building Construction 10/16/2026 10/26/2027 5.00 268 —
Building Enclosure Building Construction 8/19/2027 3/7/2028 5.00 144 —
Sitework Paving 2/14/2028 8/28/2028 5.00 141 —
Interior Buildout Architectural Coating 2/4/2027 4/14/2028 5.00 312 —
Startup/Inspections Architectural Coating 2/7/2028 10/1/2028 5.00 170 —
Decommissioning Trenching 1/1/2057 9/7/2057 5.00 180 —
5.2. Off-Road Equipment
5.2.1. Unmitigated
Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor
Building &
Demo/Abatement
Rubber Tired Dozers Diesel Tier 4 Final 1.00 8.00 367 0.40
Building &
Demo/Abatement
Tractors/Loaders/Backh
oes
Diesel Tier 4 Final 2.00 8.00 84.0 0.37
Building &
Demo/Abatement
Excavators Diesel Tier 4 Final 2.00 8.00 36.0 0.38
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Building &
Demo/Abatement
Forklifts Diesel Tier 4 Final 2.00 8.00 82.0 0.20
Rough Grading/Site
Demo
Scrapers Diesel Tier 4 Final 2.00 8.00 423 0.48
Rough Grading/Site
Demo
Tractors/Loaders/Backh
oes
Diesel Tier 4 Final 2.00 8.00 84.0 0.37
Rough Grading/Site
Demo
Excavators Diesel Tier 4 Final 4.00 8.00 36.0 0.38
Rough Grading/Site
Demo
Forklifts Diesel Tier 4 Final 2.00 8.00 82.0 0.20
Deep Foundations Tractors/Loaders/Backh
oes
Diesel Tier 4 Final 2.00 8.00 84.0 0.37
Deep Foundations Pumps Diesel Tier 4 Final 3.00 12.0 11.0 0.74
Deep Foundations Forklifts Diesel Tier 4 Final 2.00 12.0 82.0 0.20
Deep Foundations Bore/Drill Rigs Diesel Tier 3 2.00 12.0 83.0 0.50
Foundations Forklifts Diesel Tier 4 Final 2.00 10.0 82.0 0.20
Foundations Pumps Diesel Tier 4 Final 3.00 10.0 11.0 0.74
Foundations Cranes Diesel Tier 4 Final 1.00 10.0 367 0.29
Superstructure Cranes Diesel Tier 4 Final 2.00 8.00 367 0.29
Superstructure Welders Diesel Tier 4 Final 8.00 8.00 46.0 0.45
Superstructure Forklifts Diesel Tier 4 Final 2.00 10.0 82.0 0.20
Superstructure Pumps Diesel Tier 4 Final 3.00 10.0 11.0 0.74
Superstructure Aerial Lifts Electric Tier 4 Final 2.00 10.0 46.0 0.31
Building Enclosure Forklifts Diesel Tier 4 Final 2.00 10.0 82.0 0.20
Building Enclosure Cranes Diesel Tier 4 Final 1.00 8.00 367 0.29
Building Enclosure Other Construction
Equipment
Diesel Tier 4 Final 4.00 8.00 82.0 0.42
Building Enclosure Aerial Lifts Electric Tier 4 Final 8.00 8.00 46.0 0.31
Building Enclosure Aerial Lifts Electric Tier 4 Final 2.00 10.0 46.0 0.31
Sitework Pumps Diesel Tier 4 Final 3.00 10.0 11.0 0.74
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Sitework Cranes Diesel Tier 4 Final 1.00 10.0 367 0.29
Sitework Forklifts Diesel Tier 4 Final 1.00 10.0 82.0 0.20
Interior Buildout Aerial Lifts Electric Tier 4 Final 20.0 8.00 46.0 0.31
Interior Buildout Forklifts Diesel Tier 4 Final 2.00 10.0 82.0 0.20
Interior Buildout Aerial Lifts Diesel Tier 4 Final 2.00 10.0 46.0 0.31
Startup/Inspections Aerial Lifts Electric Tier 4 Final 4.00 8.00 46.0 0.31
Startup/Inspections Forklifts Diesel Tier 4 Final 1.00 10.0 82.0 0.20
5.2.2. Mitigated
Phase Name Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor
Building &
Demo/Abatement
Rubber Tired Dozers Diesel Tier 4 Final 1.00 8.00 367 0.40
Building &
Demo/Abatement
Tractors/Loaders/Backh
oes
Diesel Tier 4 Final 2.00 8.00 84.0 0.37
Building &
Demo/Abatement
Excavators Diesel Tier 4 Final 2.00 8.00 36.0 0.38
Building &
Demo/Abatement
Forklifts Diesel Tier 4 Final 2.00 8.00 82.0 0.20
Rough Grading/Site
Demo
Scrapers Diesel Tier 4 Final 2.00 8.00 423 0.48
Rough Grading/Site
Demo
Tractors/Loaders/Backh
oes
Diesel Tier 4 Final 2.00 8.00 84.0 0.37
Rough Grading/Site
Demo
Excavators Diesel Tier 4 Final 4.00 8.00 36.0 0.38
Rough Grading/Site
Demo
Forklifts Diesel Tier 4 Final 2.00 8.00 82.0 0.20
Deep Foundations Tractors/Loaders/Backh
oes
Diesel Tier 4 Final 2.00 8.00 84.0 0.37
Deep Foundations Pumps Diesel Tier 4 Final 3.00 12.0 11.0 0.74
Deep Foundations Forklifts Diesel Tier 4 Final 2.00 12.0 82.0 0.20
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Deep Foundations Bore/Drill Rigs Diesel Tier 3 2.00 12.0 83.0 0.50
Foundations Forklifts Diesel Tier 4 Final 2.00 10.0 82.0 0.20
Foundations Pumps Diesel Tier 4 Final 3.00 10.0 11.0 0.74
Foundations Cranes Diesel Tier 4 Final 1.00 10.0 367 0.29
Superstructure Cranes Diesel Tier 4 Final 2.00 8.00 367 0.29
Superstructure Welders Diesel Tier 4 Final 8.00 8.00 46.0 0.45
Superstructure Forklifts Diesel Tier 4 Final 2.00 10.0 82.0 0.20
Superstructure Pumps Diesel Tier 4 Final 3.00 10.0 11.0 0.74
Superstructure Aerial Lifts Electric Tier 4 Final 2.00 10.0 46.0 0.31
Building Enclosure Forklifts Diesel Tier 4 Final 2.00 10.0 82.0 0.20
Building Enclosure Cranes Diesel Tier 4 Final 1.00 8.00 367 0.29
Building Enclosure Other Construction
Equipment
Diesel Tier 4 Final 4.00 8.00 82.0 0.42
Building Enclosure Aerial Lifts Electric Tier 4 Final 8.00 8.00 46.0 0.31
Building Enclosure Aerial Lifts Electric Tier 4 Final 2.00 10.0 46.0 0.31
Sitework Pumps Diesel Tier 4 Final 3.00 10.0 11.0 0.74
Sitework Cranes Diesel Tier 4 Final 1.00 10.0 367 0.29
Sitework Forklifts Diesel Tier 4 Final 1.00 10.0 82.0 0.20
Interior Buildout Aerial Lifts Electric Tier 4 Final 20.0 8.00 46.0 0.31
Interior Buildout Forklifts Diesel Tier 4 Final 2.00 10.0 82.0 0.20
Interior Buildout Aerial Lifts Diesel Tier 4 Final 2.00 10.0 46.0 0.31
Startup/Inspections Aerial Lifts Electric Tier 4 Final 4.00 8.00 46.0 0.31
Startup/Inspections Forklifts Diesel Tier 4 Final 1.00 10.0 82.0 0.20
5.3. Construction Vehicles
5.3.1. Unmitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix
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Building & Demo/Abatement — — — —
Building & Demo/Abatement Worker 17.5 11.7 LDA,LDT1,LDT2
Building & Demo/Abatement Vendor 0.00 8.40 HHDT,MHDT
Building & Demo/Abatement Hauling 148 20.0 HHDT
Building & Demo/Abatement Onsite truck 2.00 10.0 HHDT
Rough Grading/Site Demo — — — —
Rough Grading/Site Demo Worker 25.0 11.7 LDA,LDT1,LDT2
Rough Grading/Site Demo Vendor 0.00 8.40 HHDT,MHDT
Rough Grading/Site Demo Hauling 230 20.0 HHDT
Rough Grading/Site Demo Onsite truck 2.00 10.0 HHDT
Deep Foundations — — — —
Deep Foundations Worker 476 11.7 LDA,LDT1,LDT2
Deep Foundations Vendor 31.0 8.40 HHDT,MHDT
Deep Foundations Hauling 24.0 20.0 HHDT
Deep Foundations Onsite truck 2.00 10.0 HHDT
Foundations — — — —
Foundations Worker 476 11.7 LDA,LDT1,LDT2
Foundations Vendor 124 8.40 HHDT,MHDT
Foundations Hauling 0.00 20.0 HHDT
Foundations Onsite truck 2.00 10.0 HHDT
Superstructure — — — —
Superstructure Worker 476 11.7 LDA,LDT1,LDT2
Superstructure Vendor 46.0 8.40 HHDT,MHDT
Superstructure Hauling 5.00 20.0 HHDT
Superstructure Onsite truck 2.00 10.0 HHDT
Building Enclosure — — — —
Building Enclosure Worker 476 11.7 LDA,LDT1,LDT2
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Building Enclosure Vendor 0.00 8.40 HHDT,MHDT
Building Enclosure Hauling 7.00 20.0 HHDT
Building Enclosure Onsite truck 2.00 10.0 HHDT
Sitework————
Sitework Worker 12.5 11.7 LDA,LDT1,LDT2
Sitework Vendor 8.00 8.40 HHDT,MHDT
Sitework Hauling 0.00 20.0 HHDT
Sitework Onsite truck 0.00 10.0 HHDT
Interior Buildout — — — —
Interior Buildout Worker 381 11.7 LDA,LDT1,LDT2
Interior Buildout Vendor 16.0 8.40 HHDT,MHDT
Interior Buildout Hauling 0.00 20.0 HHDT
Interior Buildout Onsite truck 0.00 10.0 HHDT
Startup/Inspections — — — —
Startup/Inspections Worker 358 11.7 LDA,LDT1,LDT2
Startup/Inspections Vendor 4.00 8.40 HHDT,MHDT
Startup/Inspections Hauling 0.00 20.0 HHDT
Startup/Inspections Onsite truck 0.00 10.0 HHDT
5.3.2. Mitigated
Phase Name Trip Type One-Way Trips per Day Miles per Trip Vehicle Mix
Building & Demo/Abatement — — — —
Building & Demo/Abatement Worker 17.5 11.7 LDA,LDT1,LDT2
Building & Demo/Abatement Vendor 0.00 8.40 HHDT,MHDT
Building & Demo/Abatement Hauling 148 20.0 HHDT
Building & Demo/Abatement Onsite truck 2.00 10.0 HHDT
Rough Grading/Site Demo — — — —
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Rough Grading/Site Demo Worker 25.0 11.7 LDA,LDT1,LDT2
Rough Grading/Site Demo Vendor 0.00 8.40 HHDT,MHDT
Rough Grading/Site Demo Hauling 230 20.0 HHDT
Rough Grading/Site Demo Onsite truck 2.00 10.0 HHDT
Deep Foundations — — — —
Deep Foundations Worker 476 11.7 LDA,LDT1,LDT2
Deep Foundations Vendor 31.0 8.40 HHDT,MHDT
Deep Foundations Hauling 24.0 20.0 HHDT
Deep Foundations Onsite truck 2.00 10.0 HHDT
Foundations — — — —
Foundations Worker 476 11.7 LDA,LDT1,LDT2
Foundations Vendor 124 8.40 HHDT,MHDT
Foundations Hauling 0.00 20.0 HHDT
Foundations Onsite truck 2.00 10.0 HHDT
Superstructure — — — —
Superstructure Worker 476 11.7 LDA,LDT1,LDT2
Superstructure Vendor 46.0 8.40 HHDT,MHDT
Superstructure Hauling 5.00 20.0 HHDT
Superstructure Onsite truck 2.00 10.0 HHDT
Building Enclosure — — — —
Building Enclosure Worker 476 11.7 LDA,LDT1,LDT2
Building Enclosure Vendor 0.00 8.40 HHDT,MHDT
Building Enclosure Hauling 7.00 20.0 HHDT
Building Enclosure Onsite truck 2.00 10.0 HHDT
Sitework————
Sitework Worker 12.5 11.7 LDA,LDT1,LDT2
Sitework Vendor 8.00 8.40 HHDT,MHDT
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Sitework Hauling 0.00 20.0 HHDT
Sitework Onsite truck 0.00 10.0 HHDT
Interior Buildout — — — —
Interior Buildout Worker 381 11.7 LDA,LDT1,LDT2
Interior Buildout Vendor 16.0 8.40 HHDT,MHDT
Interior Buildout Hauling 0.00 20.0 HHDT
Interior Buildout Onsite truck 0.00 10.0 HHDT
Startup/Inspections — — — —
Startup/Inspections Worker 358 11.7 LDA,LDT1,LDT2
Startup/Inspections Vendor 4.00 8.40 HHDT,MHDT
Startup/Inspections Hauling 0.00 20.0 HHDT
Startup/Inspections Onsite truck 0.00 10.0 HHDT
5.4. Vehicles
5.4.1. Construction Vehicle Control Strategies
Non-applicable. No control strategies activated by user.
5.5. Architectural Coatings
Phase Name Residential Interior Area Coated
(sq ft)
Residential Exterior Area Coated
(sq ft)
Non-Residential Interior Area
Coated (sq ft)
Non-Residential Exterior Area
Coated (sq ft)
Parking Area Coated (sq ft)
Interior Buildout 0.00 0.00 867,661 286,288 18,540
5.6. Dust Mitigation
5.6.1. Construction Earthmoving Activities
Phase Name Material Imported (Cubic Yards)Material Exported (Cubic Yards)Acres Graded (acres)Material Demolished (Building
Square Footage)
Acres Paved (acres)
Rough Grading/Site Demo 850,000 0.00 68.0 243,322 —
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Sitework 0.00 0.00 35.3 0.00 70.5
5.6.2. Construction Earthmoving Control Strategies
Non-applicable. No control strategies activated by user.
5.7. Construction Paving
Land Use Area Paved (acres)% Asphalt
Research & Development 0.00 0%
High Turnover (Sit Down Restaurant) 0.00 0%
General Office Building 0.00 0%
Enclosed Parking with Elevator 70.5 100%
Parking Lot 0.00 0%
Health Club 0.00 0%
5.8. Construction Electricity Consumption and Emissions Factors
kWh per Year and Emission Factor (lb/MWh)
Year kWh per Year CO2 CH4 N2O
2026 2,392,000 100.0 0.03 < 0.005
2027 2,392,000 100.0 0.03 < 0.005
2028 2,392,000 100.0 0.03 < 0.005
5.9. Operational Mobile Sources
5.9.1. Unmitigated
Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Year VMT/Weekday VMT/Saturday VMT/Sunday VMT/Year
Research &
Development
4,889 0.00 0.00 1,274,513 71,373 0.00 0.00 18,607,897
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429,0660.000.001,64629,3880.000.00113High Turnover (Sit
Down Restaurant)
General Office
Building
101 0.00 0.00 26,295 1,472 0.00 0.00 383,901
Enclosed Parking
with Elevator
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Health Club 119 0.00 0.00 30,935 1,732 0.00 0.00 451,648
5.9.2. Mitigated
Land Use Type Trips/Weekday Trips/Saturday Trips/Sunday Trips/Year VMT/Weekday VMT/Saturday VMT/Sunday VMT/Year
Research &
Development
4,889 0.00 0.00 1,274,513 71,373 0.00 0.00 18,607,897
High Turnover (Sit
Down Restaurant)
113 0.00 0.00 29,388 1,646 0.00 0.00 429,066
General Office
Building
101 0.00 0.00 26,295 1,472 0.00 0.00 383,901
Enclosed Parking
with Elevator
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Parking Lot 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Health Club 119 0.00 0.00 30,935 1,732 0.00 0.00 451,648
5.10. Operational Area Sources
5.10.1. Hearths
5.10.1.1. Unmitigated
5.10.1.2. Mitigated
5.10.2. Architectural Coatings
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Residential Interior Area Coated (sq ft) Residential Exterior Area Coated (sq ft) Non-Residential Interior Area Coated
(sq ft)
Non-Residential Exterior Area Coated
(sq ft)
Parking Area Coated (sq ft)
0 0.00 1,340,387 442,265 28,640
5.10.3. Landscape Equipment
Season Unit Value
Snow Days day/yr 0.00
Summer Days day/yr 180
5.10.4. Landscape Equipment - Mitigated
Season Unit Value
Snow Days day/yr 0.00
Summer Days day/yr 180
5.11. Operational Energy Consumption
5.11.1. Unmitigated
Electricity (kWh/yr) and CO2 and CH4 and N2O and Natural Gas (kBTU/yr)
Land Use Electricity (kWh/yr)CO2 CH4 N2O Natural Gas (kBTU/yr)
Research & Development 28,474,357 0.00 0.0000 0.0000 0.00
High Turnover (Sit Down
Restaurant)
656,569 0.00 0.0000 0.0000 0.00
General Office Building 587,456 0.00 0.0000 0.0000 0.00
Enclosed Parking with Elevator 1,672,344 0.00 0.0000 0.0000 0.00
Parking Lot 21,292 0.00 0.0000 0.0000 0.00
Health Club 691,125 0.00 0.0000 0.0000 0.00
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5.11.2. Mitigated
Electricity (kWh/yr) and CO2 and CH4 and N2O and Natural Gas (kBTU/yr)
Land Use Electricity (kWh/yr)CO2 CH4 N2O Natural Gas (kBTU/yr)
Research & Development 28,474,357 0.00 0.0000 0.0000 0.00
High Turnover (Sit Down
Restaurant)
656,569 0.00 0.0000 0.0000 0.00
General Office Building 587,456 0.00 0.0000 0.0000 0.00
Enclosed Parking with Elevator 1,672,344 0.00 0.0000 0.0000 0.00
Parking Lot 21,292 0.00 0.0000 0.0000 0.00
Health Club 691,125 0.00 0.0000 0.0000 0.00
5.12. Operational Water and Wastewater Consumption
5.12.1. Unmitigated
Land Use Indoor Water (gal/year)Outdoor Water (gal/year)
Research & Development 4,604,307 944,097
High Turnover (Sit Down Restaurant) 106,167 21,769
General Office Building 94,992 19,478
Enclosed Parking with Elevator 0.00 0.00
Parking Lot 0.00 0.00
Health Club 111,755 22,915
5.12.2. Mitigated
Land Use Indoor Water (gal/year)Outdoor Water (gal/year)
Research & Development 4,604,307 944,097
High Turnover (Sit Down Restaurant) 106,167 21,769
General Office Building 94,992 19,478
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Enclosed Parking with Elevator 0.00 0.00
Parking Lot 0.00 0.00
Health Club 111,755 22,915
5.13. Operational Waste Generation
5.13.1. Unmitigated
Land Use Waste (ton/year)Cogeneration (kWh/year)
Research & Development 651 —
High Turnover (Sit Down Restaurant) 16.9 —
General Office Building 15.1 —
Enclosed Parking with Elevator 0.00 —
Parking Lot 0.00 —
Health Club 15.2 —
5.13.2. Mitigated
Land Use Waste (ton/year)Cogeneration (kWh/year)
Research & Development 651 —
High Turnover (Sit Down Restaurant) 16.9 —
General Office Building 15.1 —
Enclosed Parking with Elevator 0.00 —
Parking Lot 0.00 —
Health Club 15.2 —
5.14. Operational Refrigeration and Air Conditioning Equipment
5.14.1. Unmitigated
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Land Use Type Equipment Type Refrigerant GWP Quantity (kg) Operations Leak Rate Service Leak Rate Times Serviced
Research &
Development
Household refrigerators
and/or freezers
R-134a 1,430 0.45 0.60 0.00 1.00
Research &
Development
Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
High Turnover (Sit
Down Restaurant)
Household refrigerators
and/or freezers
R-134a 1,430 0.00 0.60 0.00 1.00
High Turnover (Sit
Down Restaurant)
Other commercial A/C
and heat pumps
R-410A 2,088 1.80 4.00 4.00 18.0
High Turnover (Sit
Down Restaurant)
Walk-in refrigerators
and freezers
R-404A 3,922 < 0.005 7.50 7.50 20.0
General Office Building Household refrigerators
and/or freezers
R-134a 1,430 0.02 0.60 0.00 1.00
General Office Building Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
Health Club Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
Health Club Stand-alone retail
refrigerators and
freezers
R-134a 1,430 0.04 1.00 0.00 1.00
5.14.2. Mitigated
Land Use Type Equipment Type Refrigerant GWP Quantity (kg)Operations Leak Rate Service Leak Rate Times Serviced
Research &
Development
Household refrigerators
and/or freezers
R-134a 1,430 0.45 0.60 0.00 1.00
Research &
Development
Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
High Turnover (Sit
Down Restaurant)
Household refrigerators
and/or freezers
R-134a 1,430 0.00 0.60 0.00 1.00
High Turnover (Sit
Down Restaurant)
Other commercial A/C
and heat pumps
R-410A 2,088 1.80 4.00 4.00 18.0
High Turnover (Sit
Down Restaurant)
Walk-in refrigerators
and freezers
R-404A 3,922 < 0.005 7.50 7.50 20.0
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General Office Building Household refrigerators
and/or freezers
R-134a 1,430 0.02 0.60 0.00 1.00
General Office Building Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
Health Club Other commercial A/C
and heat pumps
R-410A 2,088 < 0.005 4.00 4.00 18.0
Health Club Stand-alone retail
refrigerators and
freezers
R-134a 1,430 0.04 1.00 0.00 1.00
5.15. Operational Off-Road Equipment
5.15.1. Unmitigated
Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor
5.15.2. Mitigated
Equipment Type Fuel Type Engine Tier Number per Day Hours Per Day Horsepower Load Factor
5.16. Stationary Sources
5.16.1. Emergency Generators and Fire Pumps
Equipment Type Fuel Type Number per Day Hours per Day Hours per Year Horsepower Load Factor
Emergency Generator Diesel 12.0 0.50 150 671 0.73
5.16.2. Process Boilers
Equipment Type Fuel Type Number Boiler Rating (MMBtu/hr)Daily Heat Input (MMBtu/day)Annual Heat Input (MMBtu/yr)
5.17. User Defined
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Equipment Type Fuel Type
5.18. Vegetation
5.18.1. Land Use Change
5.18.1.1. Unmitigated
Vegetation Land Use Type Vegetation Soil Type Initial Acres Final Acres
5.18.1.2. Mitigated
Vegetation Land Use Type Vegetation Soil Type Initial Acres Final Acres
5.18.1. Biomass Cover Type
5.18.1.1. Unmitigated
Biomass Cover Type Initial Acres Final Acres
5.18.1.2. Mitigated
Biomass Cover Type Initial Acres Final Acres
5.18.2. Sequestration
5.18.2.1. Unmitigated
Tree Type Number Electricity Saved (kWh/year)Natural Gas Saved (btu/year)
Vine Maple 25.0 34,890 113
Big Leaf Maple 10.0 15,189 49.0
Cyprus Strawberry 8.50 15,729 77.8
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Strawberry Tree 42.0 77,721 385
Snowbrush ceanothus 27.0 13,666 58.8
Ca redbud 28.5 42,277 137
Monterey Cyprus 4.00 3,547 12.8
Strawberry Tree 14.5 26,832 133
Ca Sycamore 12.5 13,499 43.4
Ca Laurel 1.00 2,094 10.5
European Olive 7.00 15,413 77.1
Ca Sycamore 16.0 17,279 55.5
Fremont Cottonwood 41.5 64,563 209
Ca Live Oak 49.5 87,068 422
Red Willow 17.0 22,636 73.0
Coast Redwood 27.0 57,793 291
5.18.2.2. Mitigated
Tree Type Number Electricity Saved (kWh/year)Natural Gas Saved (btu/year)
Vine Maple 25.0 34,890 113
Big Leaf Maple 10.0 15,189 49.0
Cyprus Strawberry 8.50 15,729 77.8
Strawberry Tree 42.0 77,721 385
Snowbrush ceanothus 27.0 13,666 58.8
Ca redbud 28.5 42,277 137
Monterey Cyprus 4.00 3,547 12.8
Strawberry Tree 14.5 26,832 133
Ca Sycamore 12.5 13,499 43.4
Ca Laurel 1.00 2,094 10.5
European Olive 7.00 15,413 77.1
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Ca Sycamore 16.0 17,279 55.5
Fremont Cottonwood 41.5 64,563 209
Ca Live Oak 49.5 87,068 422
Red Willow 17.0 22,636 73.0
Coast Redwood 27.0 57,793 291
6. Climate Risk Detailed Report
6.1. Climate Risk Summary
Cal-Adapt midcentury 2040–2059 average projections for four hazards are reported below for your project location. These are under Representation Concentration Pathway (RCP) 8.5 which assumes GHG
emissions will continue to rise strongly through 2050 and then plateau around 2100.
Climate Hazard Result for Project Location Unit
Temperature and Extreme Heat 5.92 annual days of extreme heat
Extreme Precipitation 9.00 annual days with precipitation above 20 mm
Sea Level Rise 0.00 meters of inundation depth
Wildfire 17.7 annual hectares burned
Temperature and Extreme Heat data are for grid cell in which your project are located. The projection is based on the 98th historical percentile of daily maximum/minimum temperatures from observed
historical data (32 climate model ensemble from Cal-Adapt, 2040–2059 average under RCP 8.5). Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.
Extreme Precipitation data are for the grid cell in which your project are located. The threshold of 20 mm is equivalent to about ¾ an inch of rain, which would be light to moderate rainfall if received over a full
day or heavy rain if received over a period of 2 to 4 hours. Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.
Sea Level Rise data are for the grid cell in which your project are located. The projections are from Radke et al. (2017), as reported in Cal-Adapt (Radke et al., 2017, CEC-500-2017-008), and consider
inundation location and depth for the San Francisco Bay, the Sacramento-San Joaquin River Delta and California coast resulting different increments of sea level rise coupled with extreme storm events.
Users may select from four scenarios to view the range in potential inundation depth for the grid cell. The four scenarios are: No rise, 0.5 meter, 1.0 meter, 1.41 meters
Wildfire data are for the grid cell in which your project are located. The projections are from UC Davis, as reported in Cal-Adapt (2040–2059 average under RCP 8.5), and consider historical data of climate,
vegetation, population density, and large (> 400 ha) fire history. Users may select from four model simulations to view the range in potential wildfire probabilities for the grid cell. The four simulations make
different assumptions about expected rainfall and temperature are: Warmer/drier (HadGEM2-ES), Cooler/wetter (CNRM-CM5), Average conditions (CanESM2), Range of different rainfall and temperature
possibilities (MIROC5). Each grid cell is 6 kilometers (km) by 6 km, or 3.7 miles (mi) by 3.7 mi.
6.2. Initial Climate Risk Scores
Climate Hazard Exposure Score Sensitivity Score Adaptive Capacity Score Vulnerability Score
Temperature and Extreme Heat N/A N/A N/A N/A
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Extreme Precipitation 3 0 0 N/A
Sea Level Rise 1 0 0 N/A
Wildfire 1 0 0 N/A
Flooding N/A N/A N/A N/A
Drought N/A N/A N/A N/A
Snowpack Reduction N/A N/A N/A N/A
Air Quality Degradation 0 0 0 N/A
The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the greatest
exposure.
The adaptive capacity of a project refers to its ability to manage and reduce vulnerabilities from projected climate hazards. Adaptive capacity is rated on a scale of 1 to 5, with a score of 5 representing the
greatest ability to adapt.
The overall vulnerability scores are calculated based on the potential impacts and adaptive capacity assessments for each hazard. Scores do not include implementation of climate risk reduction measures.
6.3. Adjusted Climate Risk Scores
Climate Hazard Exposure Score Sensitivity Score Adaptive Capacity Score Vulnerability Score
Temperature and Extreme Heat N/A N/A N/A N/A
Extreme Precipitation 3 1 1 3
Sea Level Rise 1 1 1 2
Wildfire 1 1 1 2
Flooding N/A N/A N/A N/A
Drought N/A N/A N/A N/A
Snowpack Reduction N/A N/A N/A N/A
Air Quality Degradation 1 1 1 2
The sensitivity score reflects the extent to which a project would be adversely affected by exposure to a climate hazard. Exposure is rated on a scale of 1 to 5, with a score of 5 representing the greatest
exposure.
The adaptive capacity of a project refers to its ability to manage and reduce vulnerabilities from projected climate hazards. Adaptive capacity is rated on a scale of 1 to 5, with a score of 5 representing the
greatest ability to adapt.
The overall vulnerability scores are calculated based on the potential impacts and adaptive capacity assessments for each hazard. Scores include implementation of climate risk reduction measures.
6.4. Climate Risk Reduction Measures
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7. Health and Equity Details
7.1. CalEnviroScreen 4.0 Scores
The maximum CalEnviroScreen score is 100. A high score (i.e., greater than 50) reflects a higher pollution burden compared to other census tracts in the state.
Indicator Result for Project Census Tract
Exposure Indicators —
AQ-Ozone 7.52
AQ-PM 32.9
AQ-DPM 94.6
Drinking Water 54.0
Lead Risk Housing 79.7
Pesticides 0.00
Toxic Releases 37.7
Traffic 80.8
Effect Indicators —
CleanUp Sites 98.9
Groundwater 99.7
Haz Waste Facilities/Generators 99.9
Impaired Water Bodies 87.0
Solid Waste 97.2
Sensitive Population —
Asthma 68.9
Cardio-vascular 48.4
Low Birth Weights 53.2
Socioeconomic Factor Indicators —
Education 60.6
Housing 43.3
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Linguistic 57.8
Poverty 54.4
Unemployment 64.5
7.2. Healthy Places Index Scores
The maximum Health Places Index score is 100. A high score (i.e., greater than 50) reflects healthier community conditions compared to other census tracts in the state.
Indicator Result for Project Census Tract
Economic —
Above Poverty 65.03272167
Employed 87.75824458
Median HI 74.04080585
Education —
Bachelor's or higher 46.97805723
High school enrollment 100
Preschool enrollment 45.37405364
Transportation —
Auto Access 59.70742974
Active commuting 58.00076992
Social —
2-parent households 88.6179905
Voting 71.10227127
Neighborhood —
Alcohol availability 29.00038496
Park access 52.72680611
Retail density 91.04324394
Supermarket access 82.92056974
Tree canopy 62.40215578
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Housing —
Homeownership 71.67971256
Housing habitability 43.62889773
Low-inc homeowner severe housing cost burden 60.7596561
Low-inc renter severe housing cost burden 17.45155909
Uncrowded housing 55.74233286
Health Outcomes —
Insured adults 81.30373412
Arthritis 0.0
Asthma ER Admissions 27.1
High Blood Pressure 0.0
Cancer (excluding skin)0.0
Asthma 0.0
Coronary Heart Disease 0.0
Chronic Obstructive Pulmonary Disease 0.0
Diagnosed Diabetes 0.0
Life Expectancy at Birth 20.5
Cognitively Disabled 68.5
Physically Disabled 47.8
Heart Attack ER Admissions 48.9
Mental Health Not Good 0.0
Chronic Kidney Disease 0.0
Obesity 0.0
Pedestrian Injuries 93.9
Physical Health Not Good 0.0
Stroke 0.0
Health Risk Behaviors —
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Binge Drinking 0.0
Current Smoker 0.0
No Leisure Time for Physical Activity 0.0
Climate Change Exposures —
Wildfire Risk 0.0
SLR Inundation Area 55.0
Children 61.0
Elderly 24.3
English Speaking 24.7
Foreign-born 88.7
Outdoor Workers 57.0
Climate Change Adaptive Capacity —
Impervious Surface Cover 16.5
Traffic Density 73.3
Traffic Access 71.5
Other Indices —
Hardship 46.7
Other Decision Support —
2016 Voting 55.7
7.3. Overall Health & Equity Scores
Metric Result for Project Census Tract
CalEnviroScreen 4.0 Score for Project Location (a) 83.0
Healthy Places Index Score for Project Location (b) 75.0
Project Located in a Designated Disadvantaged Community (Senate Bill 535) Yes
Project Located in a Low-Income Community (Assembly Bill 1550) Yes
Project Located in a Community Air Protection Program Community (Assembly Bill 617) No
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a: The maximum CalEnviroScreen score is 100. A high score (i.e., greater than 50) reflects a higher pollution burden compared to other census tracts in the state.
b: The maximum Health Places Index score is 100. A high score (i.e., greater than 50) reflects healthier community conditions compared to other census tracts in the state.
7.4. Health & Equity Measures
No Health & Equity Measures selected.
7.5. Evaluation Scorecard
Health & Equity Evaluation Scorecard not completed.
7.6. Health & Equity Custom Measures
No Health & Equity Custom Measures created.
8. User Changes to Default Data
Screen Justification
Characteristics: Utility Information Peninsula Clean Energy would be energy provider. Building would be all electric.
Construction: Construction Phases Applicant provided info.
Construction: Off-Road Equipment Applicant provided info.
Construction: Off-Road Equipment EF EF for Pumps <25 HP were entered manually as well as electric equipment.
Construction: Dust From Material Movement Applicant provided info.
Construction: Demolition Applicant provided info - existing square footage of all buildings.
Construction: Trips and VMT Worker trips = default; 2 "buggies" for all phases except last three operating less than 10 miles a day.
Construction: On-Road Fugitive Dust 2023 BAAQMD guidance - change silt load to 0.5
Construction: Architectural Coatings Arch coating phase will most likely occur during interior buildout.
Construction: Paving Applicant provided info.
Construction: Electricity Applicant provided info.
Operations: Energy Use Applicant provided info.
Operations: Water and Waste Water Applicant provided info.
Operations: Solid Waste Applicant provided info.
Operations: Generators + Pumps EF Generators will be Tier 2. Used BAAQMD 2023 Guidance, which says default factors are Tier 2
values.
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Operations: Emergency Generators and Fire Pumps Applicant provided info.
Operations: Vehicle Data Applicant provided information.