Livermore City Council
March 25, 2024

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off

4.2 Air Quality and Greenhouse Gas Emissions

4.2-1 Conflict with or obstruct
implementation of the
applicable air quality plan
during project
construction.

4.2-1(a) Prior to approval of any Improvement Plans,
the project applicant shall provide proof of
compliance with the following to the
satisfaction of the City of Livermore
Community Development Department:

The project applicant shall show on
the plans via notation that the
contractor shall ensure that the heavyduty off-road vehicles (50 horsepower or more) to be used in the construction
of all project components (i.e.,
construction of SMP 39, SMP 40, and
the chosen off-site trail connection
option), including owned, leased, and
subcontractor vehicles, shall be a
combination of engine Tier 3 or Tier 4
off-road construction equipment, or
hybrid, electric, or alternatively fueled
equipment (or any combination of the
above), sufficient to achieve a fleetwide average reduction in construction-related ROG and NOX
emissions to below the applicable
BAAQMD thresholds of significance
(54 lbs/day). For instance, the
emissions presented in Table 4.2-8
were achieved by requiring all
equipment used during construction to
be engine Tier 4 final.

City of
Livermore
Community
Development
Department
Prior to approval of
any Improvement
Plans

EXHIBIT D
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SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
In addition, all off-road equipment
operating at the construction site must
be maintained in proper working
condition according to manufacturer’s
specifications. Idling shall be limited to
five minutes or less in accordance with
the In-Use Off-Road Diesel Vehicle
Regulation as required by CARB.

Clear signage regarding idling
restrictions shall be placed at the
entrances to the construction site.

Portable equipment over 50
horsepower must have either a valid
BAAQMD Permit to Operate (PTO) or
a valid statewide Portable Equipment
Registration Program (PERP) placard
and sticker issued by CARB.

Conformance with the foregoing
requirements shall be included as
notes and be confirmed through
review and approval of grading plans
by the City of Livermore Community
Development Department.

4.2-1(b) The project applicant shall show on
Improvement Plans via notation that the
project contractor shall restrict the building
construction and architectural coating
phases of construction for SMP 39 from
occurring simultaneously with the building
construction and architectural coating
phases of construction for SMP 40.

City of
Livermore
Community
Development
Department
Prior to approval of
any Improvement
Plans

EXHIBIT D
1334
SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
Conformance with this requirement shall be
confirmed through review and approval of
plans by the City of Livermore Community
Development Department.

4.2-2 Conflict with or obstruct
implementation of the
applicable air quality plan
during project operation.

4.2-2 Prior to approval of any Improvement Plans,
the project applicant shall provide proof of
compliance with the following to the
satisfaction of the City of Livermore
Community Development Department:
• The project applicant shall show on
the Improvement Plans via notation
that all off-road equipment (i.e.,
forklifts) to be used during operations
of the proposed project shall be a
combination of propane and electric,
sufficient to achieve a fleet-wide
average reduction in operationalrelated NOX emissions to below the applicable BAAQMD threshold of
significance (54 lbs/day). For instance,
the emissions presented in Table 4.2-
10 were achieved by requiring that 27
percent of the forklifts used during
operations on both SMP 39 and SMP
40 are electric.

City of
Livermore
Community
Development
Department
Prior to approval of
any Improvement
Plans

4.3 Biological Resources

4.3-2 Have a substantial
adverse effect, either
directly or through habitat
modifications, on specialstatus wildlife species.

Western Burrowing Owl

4.3-2(a) If project construction begins during the
western burrowing owl nesting season
(February 1 to August 31), a qualified
biologist shall conduct targeted burrowing
owl nest surveys within 14 days prior to
City of
Livermore
Community
Development
Department
Within 14 days prior
to construction
activities if project
construction begins
during the western

EXHIBIT D
1335
SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
construction activities using seven- to 20-
foot transects. A separate preconstruction
survey shall be conducted for SMP 39 and
SMP 40 (including the off-site trail
connection area) if the components of the
project are not constructed concurrently. The
survey shall include the project site and all
accessible areas within 500 feet of the
project impact zone, and shall follow CDFW
guidelines outlined in the 2012 Staff Report
on Burrowing Owl Mitigation. The results of
the survey shall be submitted to the City of
Livermore Community Development
Department within 30 days of the completed
survey. The survey report shall be valid for
one construction season.

If western burrowing owls are not detected
on-site during the survey, further mitigation
shall not be required. If any western
burrowing owls are detected on-site,
pursuant to the CDFW’s 2012 Staff Report
on Burrowing Owl Mitigation, the following
restricted activity dates and setback
distances shall be implemented:
• From April 1 through October 15, low
disturbance activities shall have a
200-meter buffer while high
disturbance activities shall have a
500-meter buffer from occupied nests.
• From April 1 through August 15,
medium disturbance activities shall
have a 500-meter buffer from
burrowing owl
nesting season
(February 15 to
August 31)

EXHIBIT D
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SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
occupied nests. Medium disturbance
activities can have a reduced buffer of
200 meters starting August 16
through October 15.
• From October 16 through March 31,
low disturbance activities shall have a
50-meter buffer, medium disturbance
activities shall have a 100-meter
buffer, and high disturbance activities
shall have a 500-meter buffer from
occupied nests.
• Earth-moving activities or other
disturbance shall not occur within the
aforementioned buffer zones of
occupied burrows unless monitoring of
the nest site by a qualified biologist
determines that the owls are
acclimated to the disturbance and
would not be disturbed by a smaller
buffer. The buffer zones shall be
fenced.
• A qualified biologist shall delineate the
extent of burrowing owl habitat on the
site.
• Owls may be passively relocated from
the project site between October 1 and
February 1. Passive removal shall be
conducted by a qualified biologist with
demonstrated experience with passive
relocation.
• Credits shall be purchased from a
mitigation bank in coordination with
CDFW and the City of Livermore to

EXHIBIT D
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SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
offset the project’s habitat loss on the
burrowing owl.

A report detailing compliance with the
provisions set forth herein shall be prepared
by the qualified biologist and submitted for
review and approval to the City of Livermore
Community Development Department.

Western Burrowing Owl (Trail Connection Options
2 and 3)

4.3-2(b) In the event that Trail Connection Option 2 –
Undercrossing at Isabel Bridge or Trail
Connection Option 3 – Overcrossing of
Isabel Avenue/SR 84 is the selected trail
connection option for the proposed project,
the requirements of Mitigation Measure 4.3-
2(a) shall be implemented for the
disturbance area associated with the trail
connection option.

Tricolored Blackbird

4.3-2(c) Prior to any ground disturbance on SMP 40,
a qualified biologist shall conduct a
preconstruction survey in all accessible
areas identified as supporting potential
tricolored blackbird nesting habitat. The
survey shall document the current, and to
the extent possible, historical presence or
absence of nesting colonies of tricolored
blackbird. Surveys shall conclude no more
than two calendar days prior to construction.

If a tricolored blackbird nesting colony is
present, a 250-foot buffer shall be applied
City of
Livermore
Community
Development
Department
City of
Livermore
Community
Development
Department
Within 14 days prior
to construction
activities if project
construction begins
during the western
burrowing owl
nesting season
(February 15 to
August 31)
Prior to any ground
disturbance on SMP
40 EXHIBIT D
1338
SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
from the outer edge of all hydrophytic
vegetation associated with the site and the
site plus buffer shall be avoided. The Wildlife
Agencies shall be notified immediately of
nest locations. All survey results shall be
submitted to the City of Livermore
Community Development Department prior
to the start of construction. If current or
recent tricolored blackbird nesting colonies
are not identified, further action is not
required.

If construction takes place during the
breeding season when an active colony is
present, a qualified biologist shall monitor
construction to ensure that the 250-foot
buffer zone is enforced. If monitoring
indicates that construction outside of the
buffer is affecting a breeding colony, the
buffer shall be increased if space allows
(e.g., move staging areas farther away). If
space does not allow, construction shall
cease until the colony abandons the site or
until the end of the breeding season,
whichever occurs first. The biological
monitor shall also conduct training of
construction personnel on the avoidance
procedures, buffer zones, and protocols in
the event that tricolored blackbirds fly into an
active construction zone (i.e., outside the
buffer zone).

Nesting Birds and Raptors (Including Loggerhead
Shrike)

EXHIBIT D
1339
SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off

4.3-2(d) If project construction begins during the
nesting season (February 1 to August 31), a
qualified biologist shall conduct a nesting
bird survey within 7 days prior to
construction activities. A separate
preconstruction survey shall be conducted
for SMP 39 and SMP 40 (including the offsite trail connection area) if the components of the project are not constructed
concurrently. The nesting bird survey shall
include walking transects to search for
ground nesting birds, and an examination of
all trees on-site and within all accessible
areas within 200 feet of the entire project site
and off-site improvement areas (i.e., within a
zone of influence of nesting birds). If nesting
birds are not found within the project site or
off-site improvement areas, further
mitigation shall not be required.

If migratory birds are identified nesting on or
within the zone of influence, the Wildlife
Agencies shall be notified immediately of
nest locations. A qualified biologist shall
establish a temporary protective nest buffer
around the nest(s). The nest buffer shall be
staked with orange construction fencing.

The buffer must be of sufficient size to
protect the nesting site from constructionrelated disturbance and shall be established by a qualified ornithologist or biologist with
extensive experience working with nesting
birds near and on construction sites.

Typically, adequate nesting buffers are 75
City of
Livermore
Community
Development
Department
Within seven days
prior to construction
activities, if project
construction begins
during the nesting
season (February 1
to August 31)

EXHIBIT D
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SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
feet from the nest site or nest tree dripline for
small birds and up to 300 feet for sensitive
nesting birds that include several raptor
species known in the region of the project
site but that are not expected to occur on the
project site. Upon completion of nesting
surveys, if nesting birds are identified on or
within a zone of influence of the project site,
a qualified ornithologist/biologist that
frequently works with nesting birds shall
prescribe adequate nesting buffers to
protect the nesting birds from harm while the
project is constructed.

Construction or earth-moving activity shall
not occur within any established nest
protection buffer prior to September 1 unless
a qualified ornithologist/biologist determines
that the young have fledged and have
attained sufficient flight skills to avoid project
construction zones, or that the nesting cycle
is otherwise completed. In the region of the
project site, most species complete nesting
by mid-July; however, the date may be
significantly earlier or later, and would have
to be determined by the qualified biologist.

At the end of the nesting cycle, and fledging
from the nest by its occupants, as
determined by a qualified biologist,
temporary nesting buffers may be removed
and construction may commence in
established nesting buffers without further
regard for the nest site. If active nesting
buffers are established and a biologist does

EXHIBIT D
1341
SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
not confirm that the nesting cycle is
completed, then the nesting buffers must be
maintained until the end of the CDFW
recognized nesting season (September 1).

Should construction activities cause a
nesting bird to do any of the following in a
way that would be considered a result of
construction activities, then the exclusionary
buffer shall be increased such that activities
are far enough from the nest to stop the
following agitated behavior: vocalize, make
defensive flights at intruders, get up from a
brooding position, or fly off the nest. The
revised non-disturbance buffer shall remain
in place until the chicks have fledged or as
otherwise determined by a qualified biologist
in consultation with the City of Livermore.

A report detailing compliance with the
provisions set forth herein shall be prepared
by the qualified biologist and submitted for
review and approval to the City of Livermore
Community Development Department.

4.3-3 Have a substantial
adverse effect on any
riparian habitat or other
sensitive natural
community identified in
local or regional plans,
policies, regulations or by
the CDFW or USFWS, or
State or Federally
protected wetlands
Trail Connection Option 2 – Undercrossing at
Isabel Bridge

4.3-3(a) Prior to the initiation of ground-disturbing
activities, the project applicant shall submit a
formal wetland delineation to the USACE for
Trail Connection Option 2 for verification to
determine the extent of all hydrological
features, their jurisdictional status, and the
extent of any impacts resulting from the
proposed project. A copy of the wetland
City of
Livermore
Community
Development
Department
USACE
Prior to initiation of
ground-disturbing
activities

EXHIBIT D
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SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
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Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
(including, but not limited
to, marsh, vernal pool,
coastal, etc.) through
direct removal, filling,
hydrological interruption,
or other means.
delineation and USACE verification letter
shall be submitted to the City of Livermore
Community Development Department. If
Trail Connection Option 2 will result in
impacts to features under the USACE’s
jurisdiction, Mitigation Measure 4.3-3(e)
shall be required.

Trail Connection Option 2 – Undercrossing at
Isabel Bridge

4.3-3(b) In the event that Trail Connection Option 2 –
Undercrossing at Isabel Bridge is the
selected Trail Connection Option for the
proposed project, implement Mitigation
Measures 4.5-1 and 4.5-2 related to the
preparation of a SWPPP and final
Stormwater Control Plan and Maintenance
Plan during project construction and
operations, respectively.

SMP 40 and Trail Connection Option 2

4.3-3(c) Prior to the commencement of grounddisturbing activities for SMP 40 or Trail Connection Option 2, if selected, the project
contractor shall notify CDFW pursuant to
Section 1600 of the CFGC. The notification
shall include a description of all of the
activities associated with the proposed
project, not just those associated with the
drainages and/or riparian vegetation.

Impacts shall be outlined in the notification
and are expected to be in substantial
conformance with the impacts to biological
resources outlined in the Biological
City’s Public
Works Director
City Engineer
City of
Livermore
Public Works
Department
City of
Livermore
Community
Development
Department
Prior to the
issuance of any
grading permits
Prior to
commencement of
ground-disturbing
activities for SMP
40 or Trail
Connection Option
2 (if selected)

EXHIBIT D
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SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
Resources Assessments prepared for SMP
40 by Monk & Associates. Impacts for each
activity shall be broken down by temporary
and permanent impacts. A description of the
proposed mitigation for biological resource
impacts shall be outlined per activity and
then by temporary and permanent impact.

Information regarding project-specific
drainage and hydrology changes resulting
from project implementation shall be
provided, as well as a description of
stormwater treatment methods. Minimization
and avoidance measures shall be proposed,
as appropriate, and may include the
following:
• To avoid fuels, lubricants, soils and
other pollutants from entering Arroyo
Mocho, wildlife friendly hay wattles
(that is, no mono-filament netting)
and silt fencing shall be installed at
the top of bank. The use of mulch or
any other substitute that may enter
into the creek shall be prohibited.
• Staging, operation and maintenance
of heavy duty construction equipment
shall be located away from Arroyo
Mocho at all times and well outside of
the riparian corridor unless the
equipment is needed to specifically
work on the realignment of Arroyo
Mocho or the outfalls for the project.
• To mitigate for any impacts to the
riparian corridor of Arroyo Mocho,

EXHIBIT D
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March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
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Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
disturbed areas shall be revegetated
with native riparian plant species.

Replacement of riparian trees to be
removed shall be planted near the
creek as feasible and/or adjacent to
the existing limits of the riparian
corridor to contribute to the existing
riparian canopy. Riparian plantings
shall be maintained for a minimum of
5 years to ensure that the canopy is
enhanced and the understory
restored.
• Non-native and invasive ornamental
landscaping shall be precluded from
use proximate to Arroyo Mocho.
• To avoid debris from entering Arroyo
Mocho, the final project design shall
provide for enclosed and accessible
trash receptacles (located outside of
the riparian corridor).
• New lighting introduced by the project
shall be downcast and precluded
from spilling over to the riparian
corridor as direct lighting along creek
corridors has a negative impact on
nocturnal wildlife.

Mitigation shall not result in a net loss of a
Sensitive Natural Community. Written
verification of Section 1600 of the LSAA shall
be submitted to the City of Livermore
Community Development Department.

EXHIBIT D
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SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
Trail Connection Option 2 – Undercrossing at
Isabel Bridge

4.3-3(d) Prior to the initiation of groundbreaking
activity associated with Trail Connection
Option 2, if selected, the project applicant
shall ensure that authorization pursuant to
the Clean Water Act (CWA) Section 401
from the San Francisco Bay Regional Water
Quality Control board (RWQCB) is obtained.

If Trail Connection Option 2 will result in
impacts to features under the RWQCB’s
jurisdiction, the construction contractor shall
adhere to all conditions outlined in the
permit. The project applicant shall ensure
that the proposed project replaces, restores,
or enhances on a “no net loss” basis (in
accordance with the RWQCB) the acreage
of all riparian habitat and waters of the State
that would be removed, lost, and/or
degraded due to project implementation by
methods agreeable to the RWQCB and the
City, as appropriate, depending on agency
jurisdiction, and as determined during the
Section 401 permitting processes. Methods
include, but are not limited to implementation
of a riparian enhancement planting plan
and/or tree planting mitigation at a 1:1 ratio,
or as otherwise prescribed by the RWQCB.

Trail Connection Option 2 – Undercrossing at
Isabel Bridge

4.3-3(e) If it is determined that work below the OHWM
cannot be avoided for Trail Connection
The San
Francisco Bay
Regional
Water Quality
Control board
(RWQCB)
City of
Livermore
Prior to the initiation
of ground-breaking
activity associated
with Trail
Connection Option
2 (if selected)
Prior to issuance of
grading permits, if it

EXHIBIT D
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SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
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Option 2, prior to the issuance of grading
permits, the project applicant shall apply for
a CWA Section 404 permit from the USACE.

Waters that would be lost or disturbed shall
be restored, replaced, or rehabilitated on a
“no-net-loss” basis. Habitat restoration,
rehabilitation, and/or replacement, including
the purchase of credits from a USACE
approved mitigation bank at a 1:1 ratio, shall
be at a location and by methods acceptable
to the USACE. Documentation of
compliance with the provisions set forth
herein shall be submitted to the City of
Livermore Community Development
Department for verification.

Community
Development
Department
USACE
is determined that
work below the
Ordinary High
Water Mark
(OHWM) cannot be
avoided for Trail
Connection Option
2 (if selected)
Cultural and Tribal Cultural Resources

4.4-2 Cause a substantial
adverse change in the
significance of a unique
archeological resource
pursuant to CEQA
Guidelines, Section
15064.5.

4.4-2 In the event a potentially significant cultural
resource is encountered during subsurface
earthwork activities, all construction
activities within a 100-foot radius of the find
shall cease and workers shall avoid altering
the materials until an archaeologist who
meets the Secretary of the Interior’s
Professional Qualification Standards for
archaeology has evaluated the find. The
project applicant shall include a standard
inadvertent discovery clause in every
construction contract to inform contractors of
this requirement. The qualified archeologist
shall make recommendations to the City of
Livermore on the measures that shall be
implemented to protect the discovered
resources, including, but not limited to,
culturally appropriate temporary and
The
Confederated
Villages of
Lisjan
City of
Livermore
Community
Development
Department
The Northwest
Information
Center (NWIC)
The State
Historic
In the event a
potentially
significant cultural
resource is
encountered during
subsurface
earthwork activities

EXHIBIT D
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Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
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permanent treatment, which may include
avoidance of cultural resources, in-place
preservation, and/or reburial on the project
site so the resource(s) are not subject to
further disturbance in perpetuity. In addition,
The Confederated Villages of Lisjan shall be
notified of the discovery. If avoidance is
determined to be infeasible, pursuant to
CEQA Guidelines Section 15126.4(b)(3)(C),
a data recovery plan, which makes
provisions for adequately recovering the
scientifically consequential information from
and about the historical resource, shall be
prepared and adopted prior to any
excavation being undertaken. If necessary,
excavation and evaluation of the finds shall
comply with Section 15064.5 of the CEQA
Guidelines.

Potentially significant archaeological site
indicators include obsidian and chert flakes
and chipped stone tools; grinding and
mashing implements (e.g., slabs and
handstones and mortars and pestles);
bedrock outcrops and boulders with mortar
cups; and locally darkened midden soils.

Midden soils may contain a combination of
any of the previously listed items with the
possible addition of bone and shell remains,
and fire-affected stones. Any previously
undiscovered resources found during
construction within the project site shall be
recorded on appropriate Department of
Parks and Recreation (DPR) 523 forms and
Preservation
Office (SHPO)

EXHIBIT D
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MITIGATION MONITORING AND REPORTING PROGRAM
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Schedule Sign-off
will be submitted to the City of Livermore, the
Northwest Information Center (NWIC), and
the State Historic Preservation Office
(SHPO), as required.

4.4-3 Disturb any human
remains, including those
interred outside of
dedicated cemeteries.

4.4-3 In the event of the accidental discovery or
recognition of any human remains, further
excavation or disturbance of the find or any
nearby area reasonably suspected to overlie
adjacent human remains shall not occur until
compliance with the provisions of CEQA
Guidelines Section 15064.5(e)(1) and (2)
has occurred. The Guidelines specify that in
the event of the discovery of human remains
other than in a dedicated cemetery, no
further excavation at the site or any nearby
area suspected to contain human remains
shall occur until the Alameda County
Coroner has been notified to determine if an
investigation into the cause of death is
required. If the County Coroner determines
that the remains are Native American, then,
within 24 hours, the Coroner must notify the
Native American Heritage Commission
(NAHC), which in turn will notify the most
likely descendants who may recommend
treatment of the remains and any grave
goods. The potential exists that the NAHC
may be unable to identify a most likely
descendant, the most likely descendant fails
to make a recommendation within 48 hours
after notification by the NAHC, or the
landowner or his authorized agent rejects
the recommendation by the most likely
descendant and mediation by the NAHC fails
Alameda
County
Coroner
Native
American
Heritage
Commission
(NAHC)
City of
Livermore
Community
Development
Department
In the event of the
accidental discovery
or recognition of any
human remains

EXHIBIT D
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March 2024
Mitigation Monitoring and Reporting Program

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to provide a measure acceptable to the
landowner. In such case, the landowner or
his authorized representative shall rebury
the human remains and grave goods with
appropriate dignity at a location on the
property not subject to further disturbances.

Should human remains be encountered, a
copy of the resulting County Coroner report
noting any written consultation with the
NAHC shall be submitted as proof of
compliance to the City of Livermore
Community Development Department.

4.4-4 Cause a substantial
adverse change in the
significance of a tribal
cultural resource, defined
in PRC Section 21074.

4.4-4 Implement Mitigation Measures 4.4-2 and

4.4-3.

See Mitigation
Measures 4.4-
2 and 4.4-3
See Mitigation
Measures 4.4-2 and

4.4-3
Hydrology and Water Quality

4.5-1 Violate any water quality
standards or waste
discharge requirements
or otherwise substantially
degrade water quality
during construction.

4.5-1 Prior to issuance of any grading permits, the
contractor shall prepare a Storm Water
Pollution Prevention Plan (SWPPP) for
review and approval by the San Francisco
Bay RWQCB. The contractor shall file the
Notice of Intent (NOI) and associated fee to
the SWRCB. A separate SWPPP shall be
prepared for SMP 39 and SMP 40 (including
the off-site trail connection area) if the
components of the project are not
constructed concurrently. The SWPPP shall
serve as the framework for identification,
assignment, and implementation of BMPs.

The contractor shall implement BMPs to
reduce pollutants in stormwater discharges
to the maximum extent practicable.

City of
Livermore
Public Works
Director
City Engineer
Prior to issuance of
any grading permits

EXHIBIT D
1350
SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
Construction (temporary) BMPs for the
project may include, but are not limited to:
fiber rolls, straw bale barrier, straw wattles,
storm drain inlet protection, velocity
dissipation devices, silt fences, wind erosion
control, stabilized construction entrance,
hydroseeding, revegetation techniques, and
dust control measures. The SWPPP shall be
submitted to the City’s Director of Public
Works and the City Engineer for review and
approval and shall remain on the project site
during all phases of construction. Following
implementation of the SWPPP, the
contractor shall subsequently demonstrate
the SWPPP’s effectiveness and provide for
necessary and appropriate revisions,
modifications, and improvements to reduce
pollutants in stormwater discharges to the
maximum extent practicable.

4.5-2 Violate any water quality
standards or waste
discharge requirements
or otherwise substantially
degrade water quality
during operations.

4.5-2(a) Prior to approval of final project improvement plans for SMP 39, SMP 40, and the selected
off-site trail connection option, a final
Stormwater Control Plan and Maintenance
Plan shall be submitted to the City Director
of Public Works, and the City Engineer for
review and approval. A separate Stormwater
Control Plan and Maintenance Plan shall be
prepared for SMP 39, SMP 40, and the
selected off-site trail connection option, if the
components of the project are not
constructed concurrently. The final
Stormwater Control Plan and Maintenance
Plan shall be in compliance with all
applicable provisions of the C.3 Standards,
City of
Livermore
Public Works
Director
City Engineer
City of
Livermore
Public Works
Department
Prior to approval of
final project
improvement plans
for SMP 39, SMP
40, and the selected
off-site trail
connection option

EXHIBIT D
1351
SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
and shall meet the standards of the
California Stormwater Quality Association
(CASQA) Stormwater BMP Handbook for
New Development and Redevelopment. Site
design measures, source control measures,
hydromodification management, and Low
Impact Development (LID) standards, as
necessary, shall be incorporated into the
design and shown on the improvement
plans. The final plans shall include
calculations demonstrating that the water
quality BMPs are appropriately sized, using
methodology in the CASQA Stormwater
BMP Handbook for New Development and
Redevelopment. The final plans shall be
submitted to the Public Works Department
for review and approval.

4.5-2(b) Implement Mitigation Measures 4.3-3(b)
through 4.3-3(e).

See Mitigation
Measures 4.3-
3(b) through

4.3-3(e)
See Mitigation
Measures 4.3-3(b)
through 4.3-3(e)

4.5-4 Substantially alter the
existing drainage pattern
of the site or area,
including through the
alteration of the course of
a stream or river or
through the addition of
impervious surfaces, in a
manner which would:
substantially increase the
rate or amount of surface
runoff in a manner which

4.5-4 Prior to approval of final project improvement
plans for SMP 39, SMP 40, and the selected
off-site trail connection option, a final
drainage plan shall be submitted to the City
Director of Public Works, and the City
Engineer for review and approval
demonstrating the project’s compliance
with all State stormwater standards and
requirements. A separate drainage plan
shall be prepared for SMP 39, SMP 40, and
the selected off-site trail connection option, if
the components of the project are not
City of
Livermore
Public Works
Director
City Engineer
Prior to approval of
final project
improvement plans
for SMP 39, SMP
40, and the selected
off-site trail
connection option

EXHIBIT D
1352
SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
would result in flooding
on- or off-site; create or
contribute runoff water
which would exceed the
capacity of existing or
planned stormwater
drainage systems or
provide substantial
additional sources of
polluted runoff; or result
in substantial erosion or
siltation on- or off-site.
constructed concurrently. The final drainage
plan shall identify the water quality treatment
and source control measures needed to
ensure that stormwater runoff from the
proposed project is adequately treated and
peak flows do not exceed the capacity of the
receiving storm drainage system.

4.5-5 Substantially alter the
existing drainage pattern
of the site or area,
including through the
alteration of the course of
a stream or river or
through the addition of
impervious surfaces, in a
manner which would
impede or redirect flood
flows, or in flood hazard,
tsunami, or seiche zone,
risk release of pollutants
due to project inundation.

4.5-5 Prior to Building Permit issuance for SMP 39
(if buildings are determined to be within a
SFHA) and SMP 40, the City or applicant
shall obtain from the Federal Emergency
Management Agency (FEMA), a Letter of
Map Revision (LOMR).

Federal
Emergency
Management
Agency
Chief Building
Official
Prior to Building
Permit issuance for
SMP 39 (if buildings
are determined to
be within a Special
Flood Hazard Zone
[SFHA]) and SMP
40 Noise

4.6-1 Generation of a
substantial temporary
increase in ambient noise
levels in the vicinity of the
project in excess of
standards established in
the local general plan or

4.6-1(a) Prior to issuance of a grading permit for
SMP 40, the project applicant shall prepare
a construction noise management plan that
identifies measures to be taken to minimize
construction noise on surrounding sensitive
land uses and include specific noise
management measures to be included
City of
Livermore
Community
Development
Department
Prior to issuance of
a grading permit for
SMP 40

EXHIBIT D
1353
SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
noise ordinance, or
applicable standards of
other agencies.
within the plans and specifications for SMP
40, subject to review and approval by the
City of Livermore Community Development
Department. The project applicant shall
demonstrate, to the satisfaction of the City
that the project complies with the following:
• Consistent with the Livermore
Municipal Code, construction shall be
limited to weekdays between the
hours of 7:00 AM and 8:00 PM and
Saturdays through Sunday between
the hours of 9:00 AM and 6:00 PM.
• Either a temporary noise barrier shall
be built prior to development of the
planned berm on the east side of the
project site, or the berm shall be built
prior to construction activities. The
barrier/berm shall be a minimum of
10 feet tall. The barrier can be fieldbuilt provided it meets the following criteria:
o The barrier shall be constructed
to have a minimum surface
density of four pounds per square
foot (psf). For example, a stud
wall with exterior-grade plywood
sheathing and a stucco finish (or
two layers of 5/8-inch thick
plywood).
o The barrier shall be free of
cracks, and drainage holes/slots
along the bottom of the barrier
shall be kept to a minimum.

EXHIBIT D
1354
SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
Where needed, drainage
holes/slots shall be covered by
one psf mass-loaded vinyl flaps
(e.g., Kinetics KNM-100) so
water can flow around the vinyl
and still drain.
o Joints between sheathing layers
shall be offset by 16 inches
minimum.
• Contractors shall use “quiet” models
of air compressors and other
stationary noise sources, where
technology exists.
• Internal combustion engine-driven
equipment shall be equipped with
mufflers which are in good condition
and appropriate for the equipment.
• Stationary noise-generating
equipment, such as air compressors
and portable power generators, shall
be located as far away as possible
from adjacent property lines.
• Staging areas and construction
material areas shall be located as far
away as feasible from adjacent
residences.
• All unnecessary idling of internal
combustion engines should be
prohibited.
• The contractor shall designate a
"noise disturbance construction
superintendent" who will be
responsible for tracking and
responding to any complaints about

EXHIBIT D
1355
SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
construction noise. The noise
disturbance construction
superintendent shall determine the
cause of the noise complaint (e.g.,
starting too early, bad muffler, etc.)
and shall require that reasonable
measures are implemented to correct
the problem. The telephone number
for the noise disturbance construction
superintendent shall be posted at the
construction site and included in any
construction notices sent to
neighbors.

4.6-1(b) Prior to issuance of a grading permit for the
chosen off-site trail connection option, the
project applicant shall prepare a
construction noise management plan that
identifies measures to be taken to minimize
construction noise on surrounding sensitive
land uses and include specific noise
management measures to be included
within the plans and specifications for the
trail connection option, subject to review and
approval by the City of Livermore
Community Development Department. The
project applicant shall demonstrate, to the
satisfaction of the City, that the project
complies with the following:
• All heavy construction equipment
used on the proposed project shall be
maintained in good operating
condition, with all internal
City of
Livermore
Community
Development
Department
Prior to issuance of
a grading permit for
the chosen off-site
trail connection
option

EXHIBIT D
1356
SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
combustion, engine‐driven
equipment fitted with intake and
exhaust mufflers that are in good
condition.
• All mobile or fixed noise producing
equipment used on the proposed
project that is regulated for noise
output by a local, state, or federal
agency shall comply with such
regulations while involved with a
project activity.
• Where feasible, electrically‐powered
equipment shall be used instead of
pneumatic or internal combustion
powered equipment.
• All stationary noise‐generating
equipment shall be located as far
away as possible from the nearest
residential uses.
• Signs prohibiting unnecessary idling
of internal combustion engines shall
be posted at entrances to
construction sites and at construction
equipment staging areas.
• The use of noise‐producing signals,
including horns, whistles, alarms and
bells shall be for safety warning
purposes only.
• The use of temporary sound barriers
shall be incorporated along the outer
work area of the construction site,
east of Isabel Avenue/SR 84. Barrier
height and location(s) shall be
determined by a qualified acoustical

EXHIBIT D
1357
SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
engineer to ensure that the resultant
construction noise levels at the
nearest residence would meet the
applicable standard. The sound
barrier fencing shall consist of 0.5-
inch plywood or minimum STC 27
sound curtains placed to shield
nearby sensitive receptors. The
plywood barrier shall be free from
gaps, openings, or penetrations to
ensure maximum performance.

Public Services, Utilities, and Service Systems

4.7-8 Increase in demand for
utilities and service
systems associated with
the proposed project, in
combination with future
buildout of the Livermore
General Plan.

4.7-8(a) Prior to approval of improvement plans, the
project applicant shall pay the applicable
sewer fair share fees to the City of Livermore
Community Development Department.

Payment of such fees shall be made in
compliance with Livermore Municipal Code
Chapter 13.28.

4.7-8(b) In conjunction with submittal of improvement
plans for SMP 39 or SMP 40, whichever is
developed second as part of the proposed
project, the project applicant shall submit an
analysis of the pumping capacity available at
the Airport Lift Station to convey additional
flows generated by SMP 39 and SMP 40.

The lift station capacity analysis shall be
prepared by a registered civil engineer.

According to the 2022 Airport Lift Station
Analysis prepared by West Yost Associates,
the City of Livermore has indicated that the
pumping capacity necessary to
accommodate SMP 39 and SMP 40 would
City of
Livermore
Community
Development
Department
City of
Livermore
Community
Development
Department
Prior to approval of
improvement plans
In conjunction with
submittal of
improvement plans
for SMP 39 or SMP
40, whichever is
developed second
as part of the
proposed project

EXHIBIT D
1358
SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
be 2,088 gallons per minute (gpm). The
subsequent evaluation shall confirm the
aforementioned estimate and be submitted
for review and approval to the City of
Livermore Community Development
Department.

If the Airport Lift Station pumping capacity is
determined to be inadequate, the project
applicant shall ensure the pumping capacity
is increased to the necessary gpm
determined by the subsequent analysis, with
all design recommendations contained
therein incorporated into the improvement
plans for SMP 39 or SMP 40, whichever is
developed second as part of the proposed
project. Incorporation of the design
recommendations to increase the Airport Lift
Station pumping capacity shall be submitted
for review and approval to the City Engineer.

Transportation

4.8-1 Conflict with a program,
plan, ordinance, or policy
addressing the circulation
system during
construction activities.

4.8-1 Prior to grading permit issuance for the SMP
39 and SMP 40 sites, as well as the chosen
off-site trail connection option, the project
applicant shall prepare a Construction
Traffic Management Plan for review and
approval by the City Engineer. The plan shall
include the following:
• A project staging plan to maximize
on-site storage of materials and
equipment;
• A set of comprehensive traffic control
measures, including scheduling of
City Engineer Prior to grading
permit issuance for
the SMP 39 and
SMP 40 sites, as
well as the chosen
off-site trail
connection option

EXHIBIT D
1359
SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
major truck trips and deliveries to
avoid peak hours; lane closure
proceedings; signs, cones and other
warning devices for drivers; and
designation of construction access
routes;
• Provisions for maintaining adequate
emergency access to the project site;
• Permitted construction hours, per
City of Livermore standards;
• Designated locations for construction
staging areas;
• Identification of parking areas for
construction employees, site visitors,
and inspectors, including on-site
locations;
• Signs posted at the entrances to the
construction sites noting who to
contact if there are questions or
concerns, along with a contact phone
number; and
• Provisions for street sweeping to
remove construction-related debris
on public streets.

4.8-3 Conflict or be
inconsistent with CEQA
Guidelines Section
15064.3, subdivision (b).

4.8-3 Prior to the issuance of the first building
permit, the project applicant shall be
required to develop a Transportation
Demand Management (TDM) Program for
SMP 39 and SMP 40. The TDM Program
shall be monitored by the project
applicant/operator on an annual basis to
determine the efficacy of the selected TDM
strategies in achieving the reduction below
the regional average VMT per employee of
City of
Livermore
Engineering
Division
Chief Building
Official
Prior to the
issuance of the first
building permit

EXHIBIT D
1360
SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
three percent (i.e., the performance target).

An Annual Status Report on the TDM
Program shall be submitted to the City of
Livermore Engineering Division beginning a
year after the issuance of any certificate of
occupancy and shall include details on the
TDM strategies, including an Employer
Carpool Program which has a goal to reduce
VMT per employee by approximately four
percent and, thus, would meet and exceed
the performance target. The Employer
Carpool Program shall implement a
ridesharing program and establish a
permanent transportation management
association with funding requirements for
employers. Data shall be collected in
October of each year and the Annual Status
Report shall be submitted by December 31st
of each year. The report shall be prepared in
the form and format designated by the City.

The data shall include project-generated
VMT estimates compatible with the
methodology used to estimate the
benchmark VMT so that performance
comparisons can be made. If the Annual
Status Report demonstrates that the project
is not in compliance with the performance
target set forth in this mitigation measure,
the project must incorporate additional TDM
strategies to meet the performance target in
coordination with City staff. The project
applicant/operator may propose new TDM
strategies that develop over time to further
reduce project-generated VMT if substantial

EXHIBIT D
1361
SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
evidence is provided to support the efficacy
of the strategy. If the Annual Status Reports
demonstrate that the performance target has
been achieved for five consecutive years
once SMP 39 and SMP 40 are both fully
occupied and operational, the project shall
no longer need to provide annual reporting.

The five-year reporting requirement shall
reset when a new use occupies any portion
of the SMP 39 or SMP 40 property.

Initial Study
I-a,b. Would the project have a
substantial adverse effect
on a scenic vista?
Would the project
substantially damage
scenic resources,
including, but not limited
to, trees, rock
outcroppings, and
historic buildings within a
State scenic highway?
I-1. In the event that Trail Connection Option 3 –
Overcrossing of Isabel Avenue/SR 84 is the
selected Trail Connection Option for the
proposed project, improvement plans
associated with the proposed above-grade
crossing shall be submitted to the City’s
Community Development Department for
review and approval to ensure that the
proposed above-grade crossing is
constructed using soft earth tone colors that
help the bridge blend in with the surrounding
landscape.

City of
Livermore
Community
Development
Department
In the event that
Trail Connection
Option 3 is the
selected trail
connection option
for the proposed
project
VII-a.iii,
a.iv,c,d.

Would the project directly
or indirectly cause
potential substantial
adverse effects, including
the risk of loss, injury, or
death involving: seismicrelated ground failure,
including liquefaction or
landslides?
VII-1. All grading and foundation plans for the
development shall be designed by a Civil
and Structural Engineer and reviewed and
approved by the City Engineer, Chief
Building Official, and a qualified
Geotechnical Engineer prior to the issuance
of building permits or grading permits,
whichever comes first, to ensure that all
geotechnical recommendations specified in
the geotechnical recommendations
City Engineer
Chief Building
Official
Qualified
Geotechnical
Engineer
Prior to issuance of
building permits or
grading permits,
whichever comes
first

EXHIBIT D
1362
SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
Would the project be
located on a geologic
unit or soil that is
unstable, or that would
become unstable as a
result of the project, and
potentially result in on- or
off-site landslide, lateral
spreading, subsidence,
liquefaction or collapse?
Would the project be
located on expansive
soil, as defined in Table
18-1B of the Uniform
Building Code (1994),
creating substantial direct
or indirect risks to life or
property?
specified in the Geotechnical Investigation
prepared for the proposed project by
Cornerstone Earth Group are properly
incorporated and utilized in the project
design.

VII-2. In the event that Trail Connection Option 2 –
Undercrossing at Isabel Bridge or Trail
Connection Option 3 – Overcrossing of
Isabel Avenue/SR 84 is the selected Trail
Connection Option for the proposed project,
in conjunction with the submittal of
improvement plans associated with the
proposed above-grade crossing, a final
design-level geotechnical report shall be
prepared and submitted to the City for review
and approval. The site-specific geotechnical
report shall be prepared by a Stateregistered civil engineer with the purpose of observing and sampling the subsurface
conditions encountered at the proposed
undercrossing or above-grade crossing sites
and providing conclusions and
recommendations relative to each crossing,
as proposed. The recommendations
presented therein shall be based on analysis
of the data obtained during the geotechnical
investigation and the local experience of the
civil engineer regarding similar soil and
geologic conditions. All recommendations
set forth in the final design-level
geotechnical report shall be appropriately
incorporated into the design of the project
City Engineer In the event that
Trail Connection
Option 2 or Trail
Connection Option
3 is the selected
trail connection
option for the
proposed project in
conjunction with the
submittal of
improvement plans
associated with the
proposed abovegrade crossing

EXHIBIT D
1363
SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
and shall be subject to review and approval
by the City Engineer.

VII-f. Directly or indirectly
destroy a unique
paleontological resource
or site or unique geologic
feature?
VII-3. The applicant shall retain the services of a
professional paleontologist to educate the
construction crew that will be conducting
grading and excavation at the project site, as
well as the off-site trail improvement areas.

The education shall consist of an
introduction to the geology of the project site
and the kinds of fossils that may be
encountered, as well as what to do in case
of a discovery. Should any vertebrate fossils
(e.g., teeth, bones), an unusually large or
dense accumulation of intact invertebrates,
or well-preserved plant material (e.g.,
leaves) be unearthed by the construction
crew, then ground-disturbing activity shall be
diverted to another part of the project site
and the paleontologist shall be called on-site
to assess the find and, if significant, recover
the find in a timely matter. Finds determined
significant by the paleontologist shall then be
conserved and deposited with a recognized
repository, such as the University of
California Museum of Paleontology. The
alternative mitigation would be to leave the
significant finds in place, determine the
extent of significant deposit, and avoid
further disturbance of the significant deposit.

Proof of the construction crew awareness
training shall be submitted to the City’s
Community Development Department in the
form of a copy of training materials and the
completed training attendance roster.

City of
Livermore
Community
Development
Department
Prior to any grounddisturbing activities

EXHIBIT D
1364
SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
IX-b. Create a significant
hazard to the public or
the environment through
reasonably foreseeable
upset and accident
conditions involving the
likely release of
hazardous materials into
the environment?
IX-1. Prior to any ground-disturbing activities, the
groundwater well observed along the
western boundary of SMP 39 shall be
assessed to determine whether it is located
on-site. If the well is determined to be
located on-site, the project applicant shall
hire a licensed contractor to obtain the
applicable abandonment permit from
Alameda County Department of
Environmental Health (ACDEH), and
properly abandon the on-site well for review
and approval by the ACDEH.

In addition, the licensed contractor shall
contact Zone 7 regarding its well located
towards the middle of the SMP 39 site, and
if feasible, obtain the applicable
abandonment permit from ACDEH to
properly abandon the well. Alternatively, if
required by Zone 7, the applicant shall
implement other measures identified by
Zone 7, such as providing any necessary
upgrades or adjustments to the well and/or
well box elevation to match the final grade.

IX-2. In the event that Trail Connection Option 2 –
Undercrossing at Isabel Bridge or Trail
Connection Option 3 – Overcrossing of
Isabel Avenue/SR 84 is the selected Trail
Connection Option for the proposed project,
in conjunction with the submittal of
improvement plans associated with the
proposed above-grade crossing, a Phase I
Environmental Site Assessment (ESA) shall
Alameda
County
Department of
Environmental
Health
(ACDEH)
City of
Livermore
Community
Development
Department
City of
Livermore
Community
Development
Department
Prior to any grounddisturbing activities
In the event that
Trail Connection
Option 2 or Trail
Connection Option
3 is the selected
trail connection
option for the
proposed project in
conjunction with the

EXHIBIT D
1365
SMP 39/SMP 40 Project
March 2024
Mitigation Monitoring and Reporting Program

MITIGATION MONITORING AND REPORTING PROGRAM
SMP 39/SMP 40 Project
Impact
Number Impact Mitigation Measure
Monitoring
Agency
Implementation
Schedule Sign-off
be prepared and submitted to the City for
review and approval. The Phase I
Environmental Site Assessment (ESA) shall
be prepared by a licensed contractor with the
purpose of observing and assessing the
conditions encountered at the proposed
undercrossing or above-grade crossing sites
and providing conclusions and
recommendations relative to any hazardous
conditions or materials identified on-site. All
recommendations set forth in the Phase I
Environmental Site Assessment (ESA) shall
be appropriately incorporated into the project
and shall be subject to review and approval
by the City of Livermore Community
Development Department.
submittal of
improvement plans
associated with the
proposed abovegrade crossing

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1366
1 SMP 39/SMP 40 Project
Responses to Comments Received After the Close of the Draft Environmental Impact Report Public Review Period and Erratum Since the release of the Final Environmental Impact Report (EIR) for the SMP 39/SMP 40 Project (proposed project), the City received three additional comment letters in regard to the proposed project. Written comments were received from the following entities:

Date Commenter
1/28/2024 Brian Wines, San Francisco Bay Regional Water Quality Control Board 1/31/2024 Dean Wallraff, Advocates for the Environment
2/14/2024 Stephanie Papayanis, Attorneys for Carpenters Local 713 The comment letters are provided as Attachment 1. While CEQA does not require that written responses be provided for letters received after the close of the public review period, the comments are acknowledged by the City, and the City has chosen to prepare written responses to the comments for the decision-makers consideration in making an informed decision.

Responses to the first two letters are provided below. Where revisions to the EIR text are required in response to a comment, new text is double underlined and deleted text is struck through. Responses to the third letter (Attorneys for Carpenters Local 713) were provided in a supplemental memo (attached) provided in advance of the Planning Commission public hearing. Responses to additional letters received after the Planning Commission staff report was published are also attached as a separate Supplemental Responses to Comments document.

The comments received did not identify any new significant effect, substantial increase in severity of an impact identified in the EIR, or any significant new information. Therefore, recirculation of the EIR is not required.

It should also be noted that the figures included in the Draft and Final EIR show that the SMP 40 site erroneously includes a parcel between the SMP 40 parcel and the parcels containing the quarries adjacent to the west. The SMP 40 site does not include this parcel and the City is not annexing this parcel. Therefore, all figures included in the Draft EIR have been revised, as shown at the end of this document, to accurately reflect the boundaries of the SMP 40 site accordingly. It should be noted that the written descriptions of the SMP 40 site, as well as the associated SOI amendment and annexation areas, are accurate in the Draft and Final EIR, and, therefore, further revisions to the Draft EIR text beyond what is presented in the Final EIR are not warranted. The changes to the figures as presented herein do not change the analysis or conclusions set forth within the Draft EIR.

Response to Brian Wines, San Francisco Bay Regional Water Quality Control Board As stated in Response to Comment 3-3, included in the Final EIR, the proposed project does not include the use of pumps for stormwater treatment associated with SMP 40. All storm drainage operates by gravity alone and incorporates hydromodification and low impact development controls, described in more detail below.

As stated in Response to Comment 3-2 of the Final EIR, “…the western detention pond is intended for detaining high-flow runoff and would not provide stormwater quality or hydromodification controls.”
In response to the comment and for clarification purposes, page 4.5-25 of the Draft EIR is hereby revised as follows:

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2 SMP 40
As shown on the Preliminary Stormwater Quality Control Plan prepared for SMP 40 (see Figure 4.5-5), stormwater on the SMP 40 site would will be collected and treated for quality and hydromodification through an on-site storm drainage system, which would include includes an underground detention storage infiltration and hydromodification control system comprised of three parallel 96-inch-wide diameter, 1,000-foot-long corrugated metal pipes.

The underground detention storage system would connect to the existing Oak Detention Basin, located to the north of the site, where water would be treated in accordance with the regional C.3 standards. This system is designed to retain and infiltrate the site’s storm water quality volume. Stormwater in excess of this volume will be metered from the treatment system via gravity to the existing Oak’s Business Park detention basin. The underground infiltration system is designed to meet BAHM/C.3/stormwater requirements and the existing Oak’s Business Park Detention Basin is not taken into account for BAHM/C.3/stormwater treatment purposes.

In addition, the SMP 40 storm drainage system would include installation of at least two Contech Engineered Solutions Vortech Systems Hydrodynamic Separators to provide pretreatment and trash capture, prior to conveyance of flows to the corrugated metal pipes.

The Vortech Systems Hydrodynamic Separators meet emerging stormwater treatment technologies (TAPE) certification standards and would be installed in areas proposed for disturbance as part of development of SMP 40.

Outflow from the Oak’s Business Park Detention Basin would flow north through an existing 24-inch storm drain line to West Jack London Boulevard, where runoff would be conveyed north into the existing modified channels at the Livermore Municipal Airport, before ultimately discharging at the existing large drop structure under West Jack London Boulevard, west of the Livermore Municipal Airport.

The proposed detention on-site infiltration system as described above would include an overflow connection to Arroyo Mocho to the south. A flap gate would be installed on the outlet to prevent water from Arroyo Mocho to backflow into the underground storage system.

Similarly, in response to the comment and for clarification purposes, page 3-17 of the Draft EIR is hereby revised as follows:

According to the Stormwater Quality Control Plan that has been prepared for the SMP 40 site, stormwater from impervious areas within SMP 40 would flow to a number of catch basin filtration inserts located throughout the SMP 40 site. The catch basins would connect a new network of stormwater lines to three 96-inch underground storage vaults located west of Building 1, within the internal drive aisle, between the dock doors and trailer parking. The storage vaults would be placed five feet underground and surrounded by rock. Stormwater from the storage vaults would be routed north and west to the existing detention basin located northwest of Building 1, within the Oaks Business Park, before being ultimately directed into a portion of the Arroyo Mocho Bypass Channel.

As shown on the Preliminary Stormwater Quality Control Plan prepared for SMP 40 (see Figure 4.5-5), stormwater will be collected and treated for quality and hydromodification through an on-site storm drainage system, which includes an underground infiltration and hydromodification control system comprised of three parallel 96-inch-diameter, 1,000-footlong corrugated metal pipes. This system is designed to retain and infiltrate the site’s storm water quality volume. Stormwater in excess of this volume will be metered from the treatment system via gravity to the existing Oak’s Business Park detention basin. The underground infiltration system is designed to meet BAHM/C.3/stormwater requirements and the existing Oak’s basin is not taken into account for BAHM/C.3/stormwater treatment purposes.

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3 In addition, the SMP 40 storm drainage system would include installation of at least two Contech Engineered Solutions Vortech Systems Hydrodynamic Separators to provide pretreatment and trash capture, prior to conveyance of flows to the corrugated metal pipes.

The Vortech Systems Hydrodynamic Separators meet emerging stormwater treatment technologies (TAPE) certification standards and would be installed in areas proposed for disturbance as part of development of SMP 40.

The above revisions amplify the analyses contained in the Draft EIR and do not change the conclusions of the Draft EIR.

In addition to stormwater treatment, the proposed infiltration system is designed to provide hydromodification controls. It should be noted that as part of the project application process, Bay Area Hydrology Model (BAHM) calculations showing the proposed infiltration system’s compliance with applicable hydromodification requirements were provided to the City of Livermore Engineering Division. Based on the above, the design of the SMP 40 stormwater system would be MRP-compliant. Furthermore, Mitigation Measure 4.5-2(a) requires that the final Stormwater Control Plan and Maintenance Plan prepared for the proposed project comply with all applicable provisions of the Alameda Countywide Clean Water Program C.3 Stormwater Technical Guidance publication and meet the standards of the CASQA Stormwater BMP Handbook for New Development and Redevelopment. Please see Response to Comment 3-2 above. In addition, the City would require pretreatment measures with TAPE certification as a condition of approval for the proposed project in response to the comment.

The City is actively coordinating with Zone 7 regarding the commenter’s concerns with respect to groundwater quality.

Response to Dean Wallraff, Advocates for the Environment Advocates for the Environment did not provide a comment letter on the Draft EIR during the 45- day public review period, which closed on October 13, 2023. Nonetheless, the following are responses to the comments received by Advocates for the Environment, which are organized to correspond with the headers included in the comment letter.

The City Should Require the Project to be Net-Zero
Neither the City, nor the Bay Area Air Quality Management District (BAAQMD), or any other regulatory agency with approval authority over the proposed project has a specific requirement that the project be net zero. Thus, a nexus for the City to require the proposed project to be net zero does not exist. Any obligation for the proposed project to be net zero would be voluntary by the applicant, and the project applicant has not indicated such voluntary measures would be implemented. Nonetheless, the comment is noted for the record and will be forwarded to the decision-makers for their consideration.

GHG Significance Analysis
Responses to the specific comments related to the greenhouse gas (GHG) analysis included in the Draft EIR are provided below.

Mischaracterization of the BAAQMD’s Recommended Threshold The BAAQMD has direct and indirect regulatory authority over sources of air pollution in the San Francisco Bay Area Air Basin (SFBAAB). The BAAQMD has adopted CEQA Thresholds for

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4 Evaluating the Significance of Climate Impacts Justification Report (Justification Report),1 which is included as Appendix B to their CEQA Air Quality Guidelines (BAAQMD Guidelines).2 The Justification Report provides substantial evidence in support of the thresholds of significance developed by the BAAQMD. BAAQMD has recommended that lead agencies within the nine counties of the BAAQMD’s jurisdiction use the thresholds of significance when considering the air quality impacts of projects under their consideration. As such, consistent with standard industry practice, the City of Livermore has elected to use the BAAQMD’s thresholds of significance, which are supported by substantial evidence included in the Justification Report, in order to assess GHG emissions within the City.

The language quoted in the comment letter from pages 3.5 and 3.6 of the BAAQMD Guidelines is incomplete. The quoted paragraph in the BAAQMD Guidelines goes on to say, “Alternatively, a project for which these design elements are not implemented could still be determined to make a less-than-significant contribution of GHG emissions by demonstrating consistency with a local GHG reduction strategy that is consistent with state guidance (State CEQA Guidelines Section 15183.5[b]).” In other words, as noted on pages 4.2-10 and 4.2-11 of the Draft EIR, the BAAQMD Guidelines either require that a project meets the minimum project design elements (i.e., the prohibition of natural gas, energy efficiency, the provision of on-site EV infrastructure, and VMT reductions), or the project is required to show consistency with a local GHG reduction strategy that meets the criteria under State CEQA Guidelines Section 15183.5(b).

According to CEQA Guidelines Section 15183.5(b), a local GHG reduction strategy is required to:
 Quantify GHG emissions, both existing and projected over a specified time period, resulting from activities within a defined geographic area;  Establish a level, based on substantial evidence, below which the contribution to GHG emissions from activities covered by the plan would not be cumulatively considerable;  Identify and analyze the GHG emissions resulting from specific actions or categories of actions anticipated within the geographic area;
 Specify measures or a group of measures, including performance standards, that substantial evidence demonstrates, if implemented on a project-by-project basis, would collectively achieve the specified emissions level;
 Establish a mechanism to monitor the plan's progress toward achieving the level and to require amendment if the plan is not achieving specified levels; and  Be adopted in a public process following environmental review.

The City of Livermore Climate Action Plan (CAP)3 is a local GHG reduction strategy that meets the criteria under State CEQA Guidelines Section 15183.5(b). Therefore, the City of Livermore CAP is consistent with the BAAQMD Guidelines and is compliant with State GHG reduction requirements.

Consistency with the CAP Checklist
The City of Livermore CAP lays out a comprehensive approach to meeting the City’s climate goals through a range of strategies and actions. The strategies are organized by adaptation and mitigation topic (e.g., Wildfire, Flooding, Buildings and Energy, Transportation and Land Use, 1 Bay Area Air Quality Management District. California Environmental Quality Act Air Quality Guidelines, Appendix B: CEQA Thresholds for Evaluating the Significance of Climate Impacts From Land Use Projects and Plans. April 2022. 2 Bay Area Air Quality Management District. California Environmental Quality Act Air Quality Guidelines. April 2023. 3 City of Livermore. 2022 Climate Action Plan. Adopted November 28, 2022

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5 etc.). Each topic identifies primary objectives the City will use to measure success. The City has aimed to complete the primary objectives before 2030. However, the primary objectives are not required to be met by each individual development project; rather, the primary objectives are intended as an overall goal for the City to meet through implementation of the specific strategies and actions included in the CAP.

For example, the primary objectives noted by the comment letter (i.e., adding 1,284 publicly accessible electric vehicle chargers by 2030; reducing Vehicle Miles Traveled [VMT] by two percent by 2030; achieving 10 percent bike mode share by 2030; supporting sustainable land use practices; improving local re-use and repair programs; and expanding the use of low-carbon and recycled building materials) are implemented through the Transportation and Land Use and Waste and Materials strategies and actions included in the CAP. However, not all strategies and actions are applicable to the proposed project, as they are aimed at reducing emissions generated by existing development, municipal operations, or other land uses that are not proposed by the project (i.e., residential, commercial, etc.). The strategies and actions applicable to the proposed project were included in Table 4.2-15 of the Draft EIR. Specifically, Transportation and Land Use and Waste and Materials strategies and actions applicable to the proposed project include Action T-1.1, Strategy W-1, and Action W-1.5.

The overall waste reduction goal included in strategy W-1 is intended to ensure the City’s compliance with Senate Bill (SB) 1383, which requires all jurisdictions in California to reduce organic waste disposal by 75 percent and increase edible food recovery by 20 percent relative to 2014 levels by 2025. As discussed in Table 4.2-15 of the Draft EIR, to address this goal on a project level, the proposed project would be required to comply with all applicable provisions of Chapter 8.08, Solid Waste Management, of the City’s Municipal Code. According to Section

8.08.1030(G) of the City’s Municipal Code, Article XII, Reduction of Organic and Recyclable Materials Deposited in Landfills, of Chapter 8.08 is adopted pursuant to the California Department of Resources Recycling and Recovery’s (CalRecycle’s) SB 1383 regulations, and the activities to be carried out under Article XII are entirely within the scope of the SB 1383 regulations. Therefore, compliance with such requirements would ensure that the proposed project would be consistent with strategy W-1 and is helping the City to meet the diversion goals established by SB 1383.

In addition, the Community Activation Guide included in the CAP is a list of voluntary measures that individuals (i.e., residents, businesses, etc.) can implement to help reduce emissions, and is not required to be implemented by development projects.

Overall, project consistency with all applicable strategies and actions set forth within the City of Livermore CAP was addressed in Table 4.2-15 of the Draft EIR, and, thus, the conclusion included in the Draft EIR that the proposed project is consistent with the City’s CAP remains adequate.

Confusing GHG Analysis
The Standards of Significance listed on pages 4.2-38 and 4.2-39 of the Draft EIR are the required checklist questions included in Appendix G of the CEQA Guidelines related to air quality, GHG emissions, and energy. Based on Appendix G of the CEQA Guidelines, a significant impact related to air quality, GHG emissions, or energy would occur if the proposed project would result in any of the listed criteria included on pages 4.2-38 and 4.2-39 of the Draft EIR.

In order to assess the proposed project’s impacts under each Standard of Significance, the lead agency (in this case, the City of Livermore) may elect to use certain thresholds of significance. In the case of the proposed project, the City of Livermore has elected to use both the BAAQMD’s approved thresholds of significance as set forth in the BAAQMD Guidelines and consistency with

EXHIBIT E
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6 the City’s CAP to assess the project under the Standards of Significance listed on pages 4.2-38 and 4.2-39 of the Draft EIR.

Inconsistency with Applicable Plans
As discussed on page 6-2 of the BAAQMD Guidelines, as well as within the Justification Report, the BAAQMD’s GHG emissions thresholds were established in compliance with California’s climate goals as set forth in SB 32, Executive Order (EO) B-55-18, and EO S-03-05.3, as well as the State’s Climate Change Scoping Plan. Similarly, the City of Livermore CAP has taken into consideration emissions reduction strategies set forth in Assembly Bill (AB) 32, SB 32, EO B-55- 18, the State’s Climate Change Scoping Plan. As such, the project’s compliance with the BAAQMD thresholds and City of Livermore CAP would also be considered compliance with the plans noted in the comment letter.

The DEIR’s Reported Overall Emissions Differs from the CalEEMod Overall Outputs The project’s quantified GHG emissions are presented for disclosure purposes only, consistent with BAAQMD recommendations.

When modeling using CalEEMod, Version 2020.4.0, the model produces a summer report, a winter report, and an annual report. GHG emissions in the summer and winter reports are presented in pounds per day (lbs/day), while GHG emissions from the annual report are presented in metric tons of carbon dioxide equivalent units per year (MTCO2e/yr). The summer and winter CalEEMod reports are used to estimate the project’s average daily criteria pollutant emissions in units comparable to the applicable thresholds of significance for such pollutants (i.e., lbs/day).

However, standard industry practice is to present GHG emissions on an annual basis, in MTCO2e/yr, as an individual project’s daily GHG emissions are at a micro-scale level relative to global GHG emissions, and short-term generation of GHG emissions is not typically expected to generate a significant contribution to global climate change. The GHG emissions presented for SMP 39 and SMP 40 in the Draft EIR represent the maximum annual GHG emissions that would be generated during project construction and operations. Neither the State, the City, nor BAAQMD have a requirement that the maximum daily GHG emissions of a project be specifically disclosed within a CEQA document. Even if such emissions were presented within the Draft EIR, the conclusions identified within the Draft EIR would not change, as the applicable threshold of significance for GHG emissions is qualitative. Furthermore, the modeling results were not omitted from the Draft EIR; rather, the modeling results were provided as Appendix C to the Draft EIR, which was available to the public during the public review period for the Draft EIR.

While CalEEMod has the capability to calculate GHG emissions associated with changes in vegetation, which can provide a more complete picture of GHG emissions, such estimations are not required by BAAQMD to be included in project modeling. In addition, as noted above, because the applicable threshold of significance for GHG emissions is qualitative, application of vegetation changes in the project modeling would not change the conclusions within the Draft EIR.

Nevertheless, as discussed on page 4.3-35 of the Draft EIR, existing trees are not located within SMP 39. While trees are located along the southern boundary of SMP 40 associated with Arroyo Mocho, all construction activity associated with the development of SMP 40 would remain more than 25 feet from the bank of Arroyo Mocho, and all grading and construction activities would occur outside of the Arroyo Mocho’s tree dripline. Thus, the trees located within SMP 40 would not be impacted by the proposed project, and the proposed project would not result in a decrease in carbon sequestration on-site related to the removal of existing trees.

Furthermore, as shown on Figures 3-13 and 3-14 of the Draft EIR, a total of 132 trees are proposed to be planted on SMP 40, and a total of 210,016 sf of the SMP 40 site would be

EXHIBIT E
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7 landscaped. While the exact number of trees or total amount of landscape area proposed for SMP 39 is not known at this time, all landscaping improvements would be required to be consistent with the City’s Development Code and Design Standards and Guidelines, which require landscaping on-site to be equal to five percent of the building pad area and 16 percent of the parking area, as well as one tree be planted for every six parking spaces. As such, the number of trees on-site would substantially increase with development of SMP 39 and SMP 40 as compared to current conditions. Therefore, the provision of on-site trees and landscaping within SMP 39 and SMP 40 would ensure continued carbon sequestration following development of the proposed project.

Conclusion
Based on the responses provided above, the Draft EIR is in conformance with CEQA requirements. With regard to the reference to comments provided by SWAPE on the Draft EIR, please see Responses to Comments 6-22 through 6-29 included in Chapter 2 of the Final EIR.

As explained therein, the analyses and conclusions included within the Draft EIR are adequate and recirculation of the Draft EIR is not required.

EXHIBIT E
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8 Figure 3-2
Approximate Project Site Boundaries Map
Oaks
Business
Park Single-Family
Residences Gravel Quarries/ Industrial Ponds
Legend:

SMP 39 and SMP 40 (Annexation and Development Area) Additional Annexation Only Parcels Existing City of Livermore Limits Existing City of Livermore SOI Existing City of Livermore South Livermore UGB Existing City of Pleasanton SOI Las Positas Golf
Course
Livermore
Municipal
Airport
San Francisco
Premium Outlets
Undeveloped
Land
Gravel Quarries/
Industrial Ponds

EXHIBIT E
1374
9 Figure 3-3
Proposed SOI Amendment Area
Legend:

Proposed SOI Amendment Area Existing City of Livermore SOI Existing City of Pleasanton SOI Proposed Modifications to the City of Livermore SOI Proposed Modifications to the City of Pleasanton SOI Additional Annexation Only Parcels P

EXHIBIT E
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10 Figure 3-4
Proposed Annexation Area
Legend:

Proposed Annexation Area Existing City of Livermore Limits Proposed Modifications to the City of Livermore Limits P

EXHIBIT E
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11 Figure 3-5
Proposed City of Livermore Boundary Amendments
Legend:

SMP 39 and SMP 40 (Annexation and Development Area) Additional Annexation Only Parcels Proposed City of Livermore Limits Proposed City of Livermore SOI Existing City of Livermore South Livermore UGB

EXHIBIT E
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12 Figure 3-6
Proposed City of Pleasanton SOI Boundary Amendment
Legend:

SMP 39 and SMP 40 (Annexation and Development Area) Additional Annexation Only Parcels Proposed City of Pleasanton SOI

EXHIBIT E
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13 Figure 3-10
Existing and Proposed Trails
Legend: Arroyo Bike Trail Paved Shared-Use Path
Proposed On-Site Trail Proposed Trail Connection Option 1 Proposed Trail Connection Option 2 Proposed Trail Connection Option 3

EXHIBIT E
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14 Figure 3-13
Preliminary Landscaping Plan for SMP 40

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15 Figure 4.1-1
Project Site Soils
Note: Project site boundaries are approximate. Source: USDA NRCS, Web Soil Survey, 2023.

SMP 39
SMP 40
Additional
Annexation
Only Parcels

EXHIBIT E
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16 Figure 4.1-2
Project Site Farmlands
Note: Project site boundaries are approximate. Source: California Department of Conservation, Division of Land Resource Protection, Farmland Mapping and Monitoring Program, 2023.

SMP 39
SMP 40
Additional Annexation
Only Parcels

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17 Figure 4.5-2
SMP 40 FEMA FIRM
SMP 40

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18 Figure 4.5-5
SMP 40 Preliminary Stormwater Quality Control Plan

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19 Figure 4.6-3
Livermore Municipal ALUCP Noise Contours
Source: Alameda County Community Development Agency, Livermore Executive Airport Land Use Compatibility Plan [Figure 3-2], August 2012.

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20 Figure 4.7-1
Livermore Municipal Water Existing Service Area

EXHIBIT E
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21 Figure 4.8-1
Existing Pedestrian Facilities

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22 Attachments
Attachment 1 – Comment Letters
Attachment 2 – SMP 40 Flood Study Memorandum

EXHIBIT E
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Attachment 1
Comment Letters

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1389
From: Wines, Brian@Waterboards
To: Ashley Vera
Cc: Debbie Salgado
Subject: Re: SMP Final Environmental Impact Report (EIR) Date: Sunday, January 28, 2024 6:07:36 PM
Attachments: image002.png
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Hi Ashley
The discussion of proposed C.3-compliant water quality treatment for SMP 40 is contradictory.

In one paragraph, it is stated that runoff from SMP 40 will be collected in 3 96-inch diameter, gravel packed subteranean pipes and that these pipes will be perforated so that the colleced runoff infiltrates into the ground. In another paragraph, it is stated that runoff collected in the 3 pipes will be pumped to the existing detention basin located northwest of Building 1 in the Oaks Business Park. Please resolve this discrepancy.

Detention ponds are not considered LID treatment. Runoff must be routed to properlysized bioretention areas for C.3 compliance.

If runoff will actually be infiltrated into the ground below the 3 pipes, please confirm that Zone 7 has no concerns with respect to groundwater quality in the aquifer that Zone 7 manages.

The text describing stormwater treatment for SMP 40 also refers to a number of catch basin filtration inserts located throughout the SMP 40 site. Catch basin filtration inserts do not provide MRP-compliant water quality treatment.

Brian Wines
Water Resource Control Engineer
San Francisco Bay Regional Water Quality Control Board

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10211 Sunland Blvd., Shadow Hills, CA 91040 (818) 650-0030 X101 [email protected] January 31, 2024
Ashley Vera
Senior Planner
City of Livermore Community Development Department
1052 S. Livermore Avenue
Livermore, CA 94550
Via U.S. Mail and email to [email protected]
re: Comments on the Environmental Impact Report for the SMP 39/SMP 40 Project, SCH No. 2023010091
Dear Ms. Vera:

Advocates for the Environment submits the comments in this letter regarding the Draft Environmental Impact Report (DEIR), as amended by the Final Environmental Impact Report (FEIR) for the SMP 39/SMP 40 Project (Project). The Project Site is located north of Stanley Boulevard, south of West Jack London Boulevard, east of El Charro Road, and west of Isabel Avenue in the City of Livermore (City), Alameda County. On the 105.34-acre site, the Project proposes to construct six industrial warehouse buildings totaling 755,500 square feet on assessor parcel numbers (APN) 904-3-1-4, known as Surface Mining Permit 39 (SMP 39), and construct two industrial warehouse buildings totaling 759,275 square feet on APN 904-10-2-2 (SMP 40).

Advocates for the Environment is a public interest law firm and advocacy organization with the mission to educate the public about the law as it pertains to the environment and provide legal services in support of environmental causes. We have reviewed the EIR and submit comments regarding the sufficiency of the EIR’s Greenhouse-Gas (GHG) analysis under the California Environmental Quality Act (CEQA).

The City Should Require the Project to be Net-Zero
Given the current regulatory context and technological advancements, a net-zero significance threshold is feasible and extensively supportable. GHG emissions from buildings, including indirect emissions from offsite generation of electricity, direct emissions produced onsite, and from construction with cement and steel, amounted to 21% of global GHG emissions in 2019. (IPCC Sixth Assessment Report, Climate Change 2022, WGIII, Mitigation of Climate Change, p. 9-4.) This is a considerable portion of global GHG emissions. It is much more affordable to construct new building projects to be net-zero than to obtain the same level of GHG reductions by expensively retrofitting older buildings to comply with climate change regulations. Climate damages will keep increasing until Advocates for the Environment
A non-profit public-interest law firm
and environmental advocacy organization

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CEQA Comments to the City of Livermore Page 2
SMP 39/SMP 40 Project January 31, 2024
10211 Sunland Blvd., Shadow Hills, CA 91040 (818) 650-0030 X101 [email protected] we reach net zero GHG emissions, and there is a California state policy requiring the state to be netzero by 2045. It therefore is economically unsound to construct new buildings that are not net-zero.

Environmental groups have achieved tremendous outcomes by litigation under CEQA. Two of the largest mixed-use development projects in the history of California, Newhall Ranch (now FivePoint Valencia), and Centennial (part of Tejon Ranch) decided to move forward as net-zero communities after losing CEQA lawsuits to environmental groups. The ability for these large projects to become net-zero indicates that it is achievable, even for large-scale developments. The Applicant for this Project should do the same.

We urge the City to adopt net-zero as the GHG significance threshold for this project. This threshold is well-supported by plans for the reduction of GHG emissions in California, and particularly the CARB Climate Change Scoping Plans. The CARB 2017 Scoping Plan states that “achieving no net additional increase in GHG emissions, resulting in no contribution to GHG impacts, is an appropriate overall objective for new development.” (CARB 2017 Scoping Plan, p. 101.) Additionally, the CARB 2022 Scoping Plan reaffirms the necessity of a net zero target by expressing:
“it is clear that California must transition away from fossil fuels to zero-emission technologies with all possible speed … in order to meet our GHG and air quality targets.” (CARB 2022 Scoping Plan, p. 184.) CARB further encourages a net-zero threshold in its strategies for local actions in Appendix D to the 2022 Scoping Plan. (CARB 2022 Scoping Plan, Appendix D p. 24-26.) Moving this Project forward as a net-zero project would not only be the right thing for the City to do, but also would also help protect the City and the Applicant from CEQA GHG litigation.

GHG Significance Analysis
The DEIR analyzed GHG impact in the same section alongside air quality and energy impact.

Although the City estimated operational emissions for SMP 39 independently of SMP 40, the total Project emissions would amount to approximately 6,308 metric tons carbon dioxide equivalent (MTCO2e) per year based on the estimates in the DEIR. 1 The City ultimately concluded that the impact was less than significant after briefly discussing the Bay Area Air Quality Management District (BAAQMD) recommended threshold and the City of Livermore Climate Action Plan (the CAP). (DEIR, p. 4.2-69—70.) The EIR’s analysis of the Project’s consistency with the BAAQMD guidelines and the CAP is flawed, as discussed below.
1 3,221 𝑀𝑇𝐶𝑂2𝑒 𝑆𝑀𝑃 39 𝑜𝑣𝑒𝑟𝑎𝑙𝑙 𝑜𝑝𝑒𝑟𝑎𝑡𝑖𝑜𝑛𝑎𝑙 𝑒𝑚𝑖𝑠𝑠𝑖𝑜𝑛𝑠 +
3,087 𝑀𝑇𝐶𝑂2𝑒 𝑆𝑀𝑃 40 𝑜𝑣𝑒𝑟𝑎𝑙𝑙 𝑜𝑝𝑒𝑟𝑎𝑡𝑖𝑜𝑛𝑎𝑙 𝑒𝑚𝑖𝑠𝑠𝑖𝑜𝑛𝑠 = 6,308 𝑀𝑇𝐶𝑂2𝑒 𝑝𝑟𝑜𝑗𝑒𝑐𝑡 𝑜𝑝𝑒𝑟𝑎𝑡𝑖𝑜𝑛𝑎𝑙 𝑒𝑚𝑖𝑠𝑠𝑖𝑜𝑛𝑠

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CEQA Comments to the City of Livermore Page 3
SMP 39/SMP 40 Project January 31, 2024
10211 Sunland Blvd., Shadow Hills, CA 91040 (818) 650-0030 X101 [email protected] Mischaracterization of the BAAQMD’s Recommended Threshold The BAAQMD’s CEQA Guidelines provide non-binding, advisory information to lead agencies. As such, in order to rely on the Thresholds, the City still needs to provide substantial evidence in support of relying on any guidance from the BAAQMD. The DEIR presumed that the BAAQMD recommendation was mandatory, as indicated by the mandatory language of what the project “must” include, and altogether did not provide any independent rationale for why the BAAQMD recommendation is appropriate here. (DEIR, p. 4.2-69.) Further, the DEIR did not include an important aspect of the BAAQMD guidelines, thereby taking the recommended threshold out of context from how it was presented in the BAAQMD CEQA Guidelines:

The Air District’s approach to developing thresholds of significance for climate impacts is to use a “fair share” approach for determining whether an individual project’s GHG emissions would be cumulatively considerable. If a project would contribute its “fair share” of what is needed to achieve the State’s long-term GHG reduction goals, then the lead agency can find that the project is adequately contributing to solving the problem of global climate change and that project’s impact is not significant. Using this approach, the Air District has identified the necessary design elements required of new land use projects and plans being built today in order to achieve California’s long-term climate goal of carbon neutrality by 2045. If these design elements are incorporated into the design and construction of a project, then the project would contribute its portion of what is necessary to achieve California’s long-term climate goals—its “fair share”—and a lead agency reviewing the project under CEQA can conclude that the project would not make a cumulatively considerable contribution to global climate change.
(Bay Area Air Quality Management District 2022 CEQA Guidelines, Chapter 3 “Thresholds of Significance,” p. 3.5-3.6.)
Due to the 2045 carbon neutrality goal, which is within the Project’s expected lifespan, the Project’s fair share of emissions is the entirety of its GHG impact, and the specific design elements as presented in the BAAQMD as well as an appropriate GHG reduction strategy that meets CEQA Guidelines Section 15183.5(b), as the City notes in the DEIR, are merely a proxy for the determination of a Project’s contribution to its fair share of GHG reductions.

To comply with the BAAQMD recommended threshold, the DEIR indicated that the Project would conform with the City of Livermore CAP. However, the City of Livermore CAP is contradictory to the basis of the BAAQMD recommendation, because it indicates that even following the CAP, Livermore will not be able to meet the goal of carbon neutrality by 2045, stating: “the strategies reasonably available to the city and included in this CAP do

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CEQA Comments to the City of Livermore Page 4
SMP 39/SMP 40 Project January 31, 2024
10211 Sunland Blvd., Shadow Hills, CA 91040 (818) 650-0030 X101 [email protected] not provide enough GHG emissions reduction to meet the long term 2045 GHG emissions goal.” (Livermore CAP, p. 2.) This is not only contrary to the BAAQMD guidelines’ emphasis on carbon neutrality by 2045, but also directly contradicts the DEIR’s statement that the CAP’s mitigation strategies are consistent with the State’s GHG reduction targets. (DEIR, p.

4.2-70.)
CEQA requires environmental analysis that is supported by substantial evidence, including current scientific understandings and updated policy in California. Because the CAP Checklist is not in conformance with State policy, and the BAAQMD guidelines suggests it would be appropriate to use such an instrument (as long as it conforms with CEQA Guidelines Section 15183.5(b)) to demonstrate less-than-significant GHG impact, this framework of analysis is contrary to California’s climate policy and therefore not supported by substantial evidence.

Consistency with the CAP Checklist
The City bases its evaluation under the first threshold on consistency with the City of Livermore’s Climate Action Plan (the CAP). The Project is inconsistent with the CAP, and thus cannot use it to demonstrate compliance with the BAAQMD recommended threshold even if it was substantially supported.

First, the DEIR did not fully and adequately present the “Strategies and Actions” that would be required for consistency with the CAP, primarily avoiding the CAP’s quantitative goals. For example, the DEIR included strategy W-1 which focuses on reducing landfill waste, but the DEIR did not mention the quantitative goal of 75% diversion by 2030, to be maintained each year. The City did not state how the Project would comply with this goal. Accordingly, the analysis of CAP consistency is erroneous and misleading to decision-makers and the public, contrary to the purpose of CEQA.

Second, the Project does not comply with certain strategies, actions, and goals that were set out in the CAP. The DEIR only listed eight strategies and actions that ignored the following objectives set out by the CAP (p. 31):
• Add 1,284 publicly accessible electric vehicle chargers by 2030; • Reduce Vehicle Miles Traveled (VMT) by 2% by 2030;
• Achieve 10% bike mode share by 2030;
• Support sustainable land use practices;
• Improve local re-use and repair programs; and
• Expand the use of low-carbon and recycled building materials.

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CEQA Comments to the City of Livermore Page 5
SMP 39/SMP 40 Project January 31, 2024
10211 Sunland Blvd., Shadow Hills, CA 91040 (818) 650-0030 X101 [email protected] The DEIR did not analyze how the Project would achieve any of these goals and strategies and accordingly did not demonstrate CAP compliance by substantial evidence. In particular, the Project would not be consistent with a 2% reduction in VMT because the Project’s estimated VMT per capita of 16.73 miles is above the current average VMT per Livermore employee of 16.20 miles.

Additionally, the CAP includes a Community Activation Guide which urges Livermore “individuals, businesses, and community groups” to purchase renewable energy, install solar panels and batteries, weatherize buildings, install a heat pump and electric appliances, use water-wise, fire resistant and permeable hardscape landscaping, among other measures. The DEIR did not assess how the Project would aim to comply with this portion of the CAP.

Overall, the failure to include, analyze, or account for these CAP strategies, actions, and goals invalidates the City’s claim that the Project would be consistent with the CAP. The items listed in Table 4.2-15 are an incomplete account of the requirements under the CAP. Therefore, the City cannot rely on its inadequate discussion of CAP consistency to demonstrate that the Project would have a less-than-significant impact on GHGs.

Confusing GHG Analysis
The DEIR lists “Standards of Significance” for air-quality and GHG emissions (pp. 4.2-38, - 39) and analyzes the Project’s air-quality and GHG impacts under those standards (pp. 4.2-40-4.2- 72), even though the DEIR states that “for the analysis within this EIR, the City has elected to use the BAAQMD’s thresholds of significance and the City’s 2022 CAP” (p. 4.2-39). This contradiction is a violation of CEQA, because it is misleading and confusing as to which thresholds of significance the DEIR uses for analysis of GHG impacts.

Inconsistency with Applicable Plans
The City did not appropriately apply part of the threshold that asked whether the Project would “[c]onflict with an applicable plan, policy or regulation adopted for the purpose of reducing the emissions of GHGs.” (DEIR, p. 4.2-68.) This language requires that the EIR analyze the Project’s consistency with all other applicable plans, not just the plans that the City prefers to analyze.

However, the City solely analyzed consistency with the CAP, ignoring all other applicable plans, policies, and regulations for the reduction of GHGs, including, but not limited to, the 2022 Scoping Plan for Achieving Carbon Neutrality from the California Air Resources Board (2022 Scoping Plan), Senate Bill 32, which requires statewide GHG emissions to be reduced to 40% below 1990 levels by 2030, and Executive Order B-55-18 to achieve carbon neutrality by 2045—within the Project’s projected lifespan. The Project is also inconsistent with CARB 2017 Scoping Plan, which sets as a goal the reduction of GHG emissions to 6 MTCO2e per capita by 2030 and 2 MTCO2e per capita by 2050.

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CEQA Comments to the City of Livermore Page 6
SMP 39/SMP 40 Project January 31, 2024
10211 Sunland Blvd., Shadow Hills, CA 91040 (818) 650-0030 X101 [email protected] Not only did the EIR not include any analysis for how the Project would be consistent with these measures, but the use of diesel and other GHG-emitting fossil fuels would prevent the achievement of at least some of these applicable plans and policies. Therefore, the Project would not only have a significant impact under the CAP, but also under the framework that the City adopted when it specified a review focused on conflicts with applicable plans, policies, and regulations.

The DEIR’s Reported Overall Emissions Differs from the CalEEMod Overall Outputs
CalEEMod was used as a model to estimate anticipated Project emissions. The CalEEMod analysis was included as Appendix C to the DEIR and was inconsistent with the DEIR itself, resulting in inaccurate and misleading information for the public and decision-makers. These inconsistencies could have resulted in erroneous or underreported GHG emissions quantifications which undermine the EIR’s usefulness as an informational document.

When a lead agency makes an estimate for project emissions, it should carefully and completely demonstrate the that the emissions outputs from the model are consistent with the analysis in the DEIR, to be accurate and not misleading about the GHG impact of the Project. Here, however, the CalEEMod overall outputs do not fully align with the information in the EIR. CalEEMod was run in six different runs for unmitigated GHG emissions: (1) Annual SMP 39, (Operational emissions of approximately 3,221); (2) Summer SMP 39 (Operational emissions of approximately 15,849 MTCO2e); (3) Winter SMP 39 (Operational emissions of approximately 15,387 MTCO2e); (4) Annual SMP 40 (Operational emissions of approximately 3,087 MTCO2e); (5) Summer SMP 40 (Operational emissions of approximately 15,066 MTCO2e); and (6) Winter SMP 40 (Operational emissions of approximately 14,608 MTCO2e). (DEIR, Appendix C.) Notably, the operational emissions estimate included in the EIR only represented the annual outputs for SMP 39 and SMP 40, ignoring several of the CalEEMod runs. The “Winter” and “Summer” CalEEMod runs were not included in the totals or mentioned in the DEIR at all. There is also no indication of why the CalEEMod outputs for Winter and Summer are nearly five times the amount of the estimate reported in the DEIR. Nor did the City discuss why it omitted these outputs from the EIR, which are much higher than the estimate that the City used for its significance analysis.

This is confusing, misleading, and not supported by substantial evidence. If the DEIR had accurately relied upon the CalEEMod outputs that were given, it would have found an even larger quantity of GHG emissions.

Additionally, the vegetation section was missing entirely from the operational CalEEMod outputs. Removing all vegetation prevents reduces the ability for the land to act as a sink to sequester carbon and may even become a source of GHG emissions. CalEEMod Vegetation analysis also accounts for variation in soil type for carbon sequestration, so the types of vegetation that will remain

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CEQA Comments to the City of Livermore Page 7
SMP 39/SMP 40 Project January 31, 2024
10211 Sunland Blvd., Shadow Hills, CA 91040 (818) 650-0030 X101 [email protected] on the Project site during operation, if any, is important to include. The extent to which vegetation makes a difference in the quantification of GHG emissions should be known to the public and the decision-makers by including it in the CalEEMod report.

Conclusion
For the reasons given in this letter, the EIR is not in conformance with CEQA requirements.

Notably, the significance analysis was incorrect, and the City should have concluded that the Project would contribute to a significant GHG impact because it is inconsistent with California’s climate policy, including the 2022 Scoping Plan and Senate Bill 32, as well as the Livermore CAP that the Project inadequately analyzed.

The Final EIR did not include any modifications to address any GHG concerns as stated in this letter or other comments the City received. The City dismissed the suggestion to recirculate the DEIR based on many necessary changes including fixing erroneous CalEEMod runs—as determined by Soil/Water/Air Protection Enterprise (SWAPE), even though the current CalEEMod calculations have an impact on several areas of the DEIR, including air quality and GHG emissions.

Please put Advocates for the Environment on the interest list to receive notice about the progress of this Project. We make this request under Public Resources Code, section 21092.2.

Sincerely,
Dean Wallraff, Attorney at Law
Executive Director, Advocates for the Environment

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VIA E-MAIL
February 14, 2024
Ashley Vera, Associate Planner
City of Livermore
1052 S. Livermore Avenue
Livermore, CA 94550
Em: [email protected]
RE: City of Livermore’s SMP 39 and 40 Planning Commission Meeting
Dear Ashley Vera,
On behalf of “Carpenters Local 713”, my Office is submitting these comments for the City of Livermore’s (“City”) Draft Environmental Impact Report (“Draft EIR” or “DEIR”) and Final Environmental Impact Report (“Final EIR” or “FEIR”) for the February 20, 2024 Planning Commission Meeting for the SMP 39 and 40 Project (“Project”).

According to the Project’s Notice of Availability (“NOA”) of a Draft EIR Project Description:
“On SMP 38, the proposed project includes a Sphere of Influence (SOI) Amendment to include SMP 38 within the City of Livermore SOI and remove it from the City of Pleasanton’s SOI. The City of Livermore General Plan land use designation for SMP 38 would remain Limited Agriculture and Open Space/Sand and Gravel and the Alameda County zoning designation would remain Agriculture. Development of SMP 38 is not proposed.

For SMP 39, the proposed project would include development of a total of up to six light industrial buildings, consisting of up to approximately 755,500 square feet (sf) of new building space, and associated internal roadways and other improvements. For SMP 40, the proposed project would include development of two industrial

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buildings containing up to 759,275 sf of new building space with related internal roadways and other improvements. A number of approvals would be required for development of SMP 39 and SMP 40, including a SOI Amendment for SMP 39, General Plan Amendment, Pre-zoning and Annexation, Zoning Map Amendment/Planned Development, Vesting Tentative Subdivision Maps, a Pre-Annexation Agreement, and Development Agreement. A Site Plan Design Review entitlement is required for SMP 39 and SMP 40, which would include a review of the site plan, building, and landscape design; however, the entitlement is only proposed for SMP 40 at this time. A Site Plan Design Review entitlement will be required at a later date for the future development of SMP 39. In addition, the proposed project would include annexation of four additional parcels (APNs 904-10-2-3, -5, -7, and - 8) located east of SMP 40. Development is not proposed on the additional parcels as part of the proposed project.

The project would include a paved at-grade, on-site trail along the boundaries of the SMP 40 site, consistent with the City’s Active Transportation Plan. Specifically, the on-site trail would extend from the northeastern corner of the site, along the project site’s eastern, southern, and western boundaries, before connecting to an existing off-site paved shared-use path at the northwestern corner of site, which extends along the west side of the Oaks Business Park to the north and connects to West Jack London Boulevard.

In addition, the project would include a new off-site connection to the existing Arroyo Mocho Trail, located on the east side of Isabel Avenue/SR 84. For the purposes of the Draft EIR analysis, three alternatives for the proposed off-site Isabel Avenue/SR 84 crossing to the existing Arroyo Mocho Trail are considered and evaluated in the Draft EIR, including the following, and described in more detail in the Draft EIR:
• Trail Connection Option 1 – At-Grade Crossing at Discovery Drive;
• Trail Connection Option 2 – Undercrossing at Isabel Bridge; and

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• Trail Connection Option 3 – Overcrossing of Isabel Avenue/SR

84.”
NOA of Draft EIR, pp. 1-2, emph. added.

The concurrently circulated Draft EIR contains the same project description.

DEIR, pp. 1-2—1-4.

Carpenters Local 713 is a labor union representing union carpenters in Alameda County , and has a strong interest in well-ordered land use planning and in addressing the environmental impacts of development projects.

Local 713 members live, work, and recreate in the City and surrounding communities and would be directly affected by the Project’s environmental impacts.

Carpenters Local 713 expressly reserves the right to supplement these comments at or prior to hearings on the Project, and at any later hearing and proceeding related to this Project. Gov. Code, § 65009, subd. (b); Pub. Res. Code, § 21177, subd. (a); see Bakersfield Citizens for Local Control v. Bakersfield (2004) 124 Cal.App.4th 1184, 1199- 1203; see also Galante Vineyards v. Monterey Water Dist. (1997) 60 Cal.App.4th 1109, 1121.

Carpenters Local 713 incorporates by reference all comments related to the Project or its CEQA review, including the Environmental Impact Report. See Citizens for Clean Energy v City of Woodland (2014) 225 Cal.App.4th 173, 191 (finding that any party who has objected to the project’s environmental documentation may assert any issue timely raised by other parties).

Moreover, Carpenters Local 713 requests that the City provide notice for any and all notices referring or related to the Project issued under the California Environmental Quality Act (CEQA) (Pub. Res. Code, § 21000 et seq.), and the California Planning and Zoning Law (“Planning and Zoning Law”) (Gov. Code, §§ 65000–65010).

California Public Resources Code Sections 21092.2, and 21167(f) and California Government Code Section 65092 require agencies to mail such notices to any person who has filed a written request for them with the clerk of the agency’s governing body.

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I. THE CITY SHOULD REQUIRE THE USE OF A LOCAL
WORKFORCE TO BENEFIT THE COMMUNITY’S ECONOMIC

DEVELOPMENT AND ENVIRONMENT
The City should require the Project to be built using local workers who have graduated from a Joint Labor-Management Apprenticeship Program and make a commitment to hiring a local workforce.

Community benefits such as local hire can also be helpful to reduce environmental impacts and improve the positive economic impact of the Project. Local hire provisions requiring that a certain percentage of workers reside within 10 miles or less of the Project site can reduce the length of vendor trips, reduce greenhouse gas emissions, and provide localized economic benefits. As environmental consultants Matt Hagemann and Paul E. Rosenfeld note:
[A]ny local hire requirement that results in a decreased worker trip length from the default value has the potential to result in a reduction of construction-related GHG emissions, though the significance of the reduction would vary based on the location and urbanization level of the project site.

March 8, 2021 SWAPE Letter to Mitchell M. Tsai re Local Hire Requirements and Considerations for Greenhouse Gas Modeling.

Workforce requirements promote the development of skilled trades that yield sustainable economic development. As the California Workforce Development Board and the University of California, Berkeley Center for Labor Research and Education concluded:
[L]abor should be considered an investment rather than a cost—and investments in growing, diversifying, and upskilling California’s workforce can positively affect returns on climate mitigation efforts. In other words, well-trained workers are key to delivering emissions reductions and moving California closer to its climate targets.1
1 California Workforce Development Board (2020) Putting California on the High Road: A Jobs and Climate Action Plan for 2030 at p. ii, available at https://laborcenter.berkeley.edu/ wp-content/uploads/2020/09/Putting-California-on-the-High-Road.pdf.

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Furthermore, workforce policies have significant environmental benefits given that they improve an area’s jobs-housing balance, decreasing the amount and length of job commutes and the associated greenhouse gas (GHG) emissions. In fact, on May 7, 2021, the South Coast Air Quality Management District found that that the “[u]se of a local state-certified apprenticeship program” can result in air pollutant reductions.2

Locating jobs closer to residential areas can have significant environmental benefits.

As the California Planning Roundtable noted in 2008:

People who live and work in the same jurisdiction would be more likely to take transit, walk, or bicycle to work than residents of less balanced communities and their vehicle trips would be shorter. Benefits would include potential reductions in both vehicle miles traveled and vehicle hours traveled.3
Moreover, local hire mandates and skill-training are critical facets of a strategy to reduce vehicle miles traveled (VMT). As planning experts Robert Cervero and Michael Duncan have noted, simply placing jobs near housing stock is insufficient to achieve VMT reductions given that the skill requirements of available local jobs must match those held by local residents.4 Some municipalities have even tied local hire and other workforce policies to local development permits to address transportation issues. Cervero and Duncan note that:

In nearly built-out Berkeley, CA, the approach to balancing jobs and housing is to create local jobs rather than to develop new housing. The city’s First Source program encourages businesses to hire local residents, especially for entry- and intermediate-level jobs, and sponsors vocational training to ensure residents are employment-ready. While the program is 2 South Coast Air Quality Management District (May 7, 2021) Certify Final Environmental Assessment and Adopt Proposed Rule 2305 – Warehouse Indirect Source Rule – Warehouse Actions and Investments to Reduce Emissions Program, and Proposed Rule 316 – Fees for Rule 2305, Submit Rule 2305 for Inclusion Into the SIP, and Approve Supporting Budget Actions, available at http://www.aqmd.gov/docs/default-source/Agendas/Governing-Board/2021/2021- May7-027.pdf?sfvrsn=10. 3
California Planning Roundtable (2008) Deconstructing Jobs-Housing Balance at p. 6, available at https://cproundtable.org/static/media/uploads/publications/cpr-jobs-housing.pdf 4 Cervero, Robert and Duncan, Michael (2006) Which Reduces Vehicle Travel More: Jobs-Housing Balance or Retail-Housing Mixing? Journal of the American Planning Association 72 (4), 475-490, 482, available at http://reconnectingamerica.org/assets/Uploads/UTCT-825.pdf.

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voluntary, some 300 businesses have used it to date, placing more than 3,000 city residents in local jobs since it was launched in 1986. When needed, these carrots are matched by sticks, since the city is not shy about negotiating corporate participation in First Source as a condition of approval for development permits.

Recently, the State of California verified its commitment towards workforce development through the Affordable Housing and High Road Jobs Act of 2022, otherwise known as Assembly Bill No. 2011 (“AB2011”). AB2011 amended the Planning and Zoning Law to allow ministerial, by-right approval for projects being built alongside commercial corridors that meet affordability and labor requirements.

The City should consider utilizing local workforce policies and requirements to benefit the local area economically and to mitigate greenhouse gas, improve air quality, and reduce transportation impacts.

II. THE PROJECT WOULD BE APPROVED IN VIOLATION OF THE

CALIFORNIA ENVIRONMENTAL QUALITY ACT
A. Background Concerning the California Environmental Quality Act The California Environmental Quality Act is a California statute designed to inform decision-makers and the public about the potential significant environmental effects of a project. 14 California Code of Regulations (“CEQA Guidelines”), § 15002, subd. (a)(1).5 At its core, its purpose is to “inform the public and its responsible officials of the environmental consequences of their decisions before they are made.” Citizens of Goleta Valley v. Board of Supervisors (1990) 52 Cal.3d 553, 564.

1. Background Concerning Environmental Impact Reports
CEQA directs public agencies to avoid or reduce environmental damage, when possible, by requiring alternatives or mitigation measures. CEQA Guidelines, § 15002, subds. (a)(2)-(3); see also Berkeley Keep Jets Over the Bay Committee v. Board of Port Comes (2001) 91 Cal.App.4th 1344, 1354; Citizens of Goleta Valley v. Board of Supervisors (1990) 52 Cal.3d 553; Laurel Heights Improvement Assn., 47 Cal.3d at p. 400. The EIR 5 The CEQA Guidelines, codified in Title 14 of the California Code of Regulations, section 15000 et seq., are regulatory guidelines promulgated by the state Natural Resources Agency for the implementation of CEQA. Cal. Pub. Res. Code, § 21083. The CEQA Guidelines are given “great weight in interpreting CEQA except when . . . clearly unauthorized or erroneous.” Center for Biological Diversity v. Dept. of Fish & Wildlife (2015) 62 Cal.4th 204, 217.

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serves to provide public agencies and the public in general with information about the effect that a proposed project is likely to have on the environment and to “identify ways that environmental damage can be avoided or significantly reduced.” CEQA Guidelines, § 15002, subd. (a)(2). If the project has a significant effect on the environment, the agency may approve the project only upon finding that it has “eliminated or substantially lessened all significant effects on the environment where feasible” and that any unavoidable significant effects on the environment are “acceptable due to overriding concerns” specified in Public Resources Code section 21081. See CEQA Guidelines, § 15092, subds. (b)(2)(A)-(B).

While the courts review an EIR using an ‘abuse of discretion’ standard, the reviewing court is not to uncritically rely on every study or analysis presented by a project proponent in support of its position. Berkeley Jets, 91 Cal.App.4th at p. 1355 (quoting Laurel Heights Improvement Assn., 47 Cal.3d at pp. 391, 409 fn. 12) (internal quotations omitted). A clearly inadequate or unsupported study is entitled to no judicial deference. Id. Drawing this line and determining whether the EIR complies with CEQA’s information disclosure requirements presents a question of law subject to independent review by the courts. Sierra Club v. County of Fresno (2018) 6 Cal.5th 502, 515; Madera Oversight Coalition, Inc. v. County of Madera (2011) 199 Cal.App.4th 48, 102, 131. As the court stated in Berkeley Jets, prejudicial abuse of discretion occurs if the failure to include relevant information precludes informed decision-making and informed public participation, thereby thwarting the statutory goals of the EIR process. 91 Cal.App.4th at p. 1355 (internal quotations omitted).

The preparation and circulation of an EIR is more than a set of technical hurdles for agencies and developers to overcome. Communities for a Better Environment v. Richmond (2010) 184 Cal.App.4th 70, 80 (quoting Vineyard Area Citizens for Responsible Growth, Inc. v. City of Rancho Cordova (2007) 40 Cal.4th 412, 449-450). The EIR’s function is to ensure that government officials who decide to build or approve a project do so with a full understanding of the environmental consequences and, equally important, that the public is assured those consequences have been considered. Id. For the EIR to serve these goals it must present information so that the foreseeable impacts of pursuing the project can be understood and weighed, and the public must be given an adequate opportunity to comment on that presentation before the decision to go forward is made. Id.

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A strong presumption in favor of requiring preparation of an EIR is built into CEQA.

This presumption is reflected in what is known as the “fair argument” standard under which an EIR must be prepared whenever substantial evidence in the record supports a fair argument that a project may have a significant effect on the environment. Quail Botanical Gardens Found., Inc. v. City of Encinitas (1994) 29 Cal.App.4th 1597, 1602; Friends of “B” St. v. City of Hayward (1980) 106 Cal.3d 988, 1002.

The fair argument test stems from the statutory mandate that an EIR be prepared for any project that “may have a significant effect on the environment.” PRC, § 21151; see No Oil, Inc. v. City of Los Angeles (1974) 13 Cal.App.3d 68, 75; accord Jensen v. City of Santa Rosa (2018) 23 Cal.App.5th 877, 884. Under this test, if a proposed project is not exempt and may cause a significant effect on the environment, the lead agency must prepare an EIR. PRC, §§ 21100 (a), 21151; CEQA Guidelines, § 15064 (a)(1), (f)(1).

An EIR may be dispensed with only if the lead agency finds no substantial evidence in the initial study or elsewhere in the record that the project may have a significant effect on the environment. Parker Shattuck Neighbors v. Berkeley City Council (2013) 222 Cal.App.4th 768, 785. In such a situation, the agency must adopt a negative declaration. PRC, § 21080, subd. (c)(1); CEQA Guidelines, §§ 15063 (b)(2), 15064(f)(3).
“Significant effect upon the environment” is defined as “a substantial or potentially substantial adverse change in the environment.” PRC, § 21068; CEQA Guidelines, § 15382. A project may have a significant effect on the environment if there is a reasonable probability that it will result in a significant impact. No Oil, Inc., 13 Cal.3d at p. 83 fn. 16; see Sundstrom v. County of Mendocino (1988) 202 Cal.App.3d 296, 309. If any aspect of the project may result in a significant impact on the environment, an EIR must be prepared even if the overall effect of the project is beneficial. CEQA Guidelines, § 15063(b)(1); see County Sanitation Dist. No. 2 v. County of Kern (2005) 127 Cal.App.4th 1544, 1580.

This standard sets a “low threshold” for preparation of an EIR. Consolidated Irrigation Dist. v. City of Selma (2012) 204 Cal.App.4th 187, 207; Nelson v. County of Kern (2010) 190 Cal.App.4th 252; Pocket Protectors v. City of Sacramento (2004) 124 Cal.App.4th 903, 928; Bowman v. City of Berkeley (2004) 122 Cal.App.4th 572, 580; Citizen Action to Serve All Students v. Thornley (1990) 222 Cal.App.3d 748, 754; Sundstrom, 202 Cal.App.3d at p. 310. If substantial evidence in the record supports a fair argument that the project may have a significant environmental effect, the lead agency must prepare an EIR

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even if other substantial evidence before it indicates the project will have no significant effect. See Jensen, 23 Cal.App.5th at p. 886; Clews Land & Livestock v. City of San Diego (2017) 19 Cal.App.5th 161, 183; Stanislaus Audubon Society, Inc. v. County of Stanislaus (1995) 33 Cal.App.4th 144, 150; Brentwood Assn. for No Drilling, Inc. v. City of Los Angeles (1982) 134 Cal.App.3d 491; Friends of “B” St., 106 Cal.App.3d 988; CEQA Guidelines, § 15064(f)(1).

B. The Project May Have a Significant Impact on Biological Resources There is substantial evidence the Project will have a significant impact on biological resources. As discussed in further detail in a comment letter from biological resources expert Shawn Smallwood, PhD with regards to the proposed Project, incorporated by reference herein, “the existing environmental setting has not been accurately characterized, and several important types of potential project impacts have been inadequately analyzed. These types of impacts include habitat loss, interference with wildlife movement, and wildlife-automobile collision mortality.” (See Exhibit D [December 12, 2023 comment letter from Shawn Smallwood, PhD regarding SMP 38, SMP 39, and SMP 40 biological resources analysis].)
First, for example, with regards to the potential for habitat loss, Dr. Smallwood predicts:

SMP 38 (111.7 acres), SMP 39 (51.9 acres) and SMP 40 (41 acres) support

11.4 bird nests/acre/year. Based on this assumption, the combined projects, SMP 39 and SMP 40, on 92.9 acres would eliminate 1,059 nest sites, and assuming SMP 38 is also later developed, then the combined projects, SMP 38, SMP 39, ad SMP 40, on 204.6 would eliminate 2,332 nest sites.
(Exhibit D, p. 28.)
Accordingly, Dr. Smallwood points out that this loss in nest sites would constitute a significant impact from the Project that was not quantitatively addressed in the Draft EIR. (Exhibit D, p. 28.) Further, Dr. Smallwood notes that the loss in nests would lead to a loss in the reproductive capacity of the site, thus decreasing the number of birds at the Site over time. (Id.)
Second, Dr. Smallwood discusses the Projects impacts on interference with wildlife movement, highlighting that the DEIR’s analysis of whether the Project will interfere with wildlife movement in the Project Site area is “flawed and misleading.” (Exhibit D, p. 29.) Specifically, Dr. Smallwood states that:

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According to the DEIR, “The project area does not fall within an Essential Habitat Connectivity area mapped by the CDFW.” However, at https://nrm.dfg.ca.gov/FileHandler.ashx?DocumentID=18486, the California Essential Habitat Connectivity Project specifically points out that it is not: “A California Department of Fish and Game or US Fish and Wildlife Service response to potential impacts to a habitat or species from a project subject to the California Environmental Quality Act (CEQA),” nor “Fine scale, with every important piece of habitat identified” nor ““Essential”, meaning the only places of importance” nor “A solution by itself for how to provide necessary linkages for any given species of plant or animal... Linkage designs will vary depending on focal species chosen and the goal of providing connected habitat for a chosen species might be met several different ways” nor “The final word on connectivity for California.” With analytical grid cells of 2,000 acres, the spatial grain of the California Essential Habitat Connectivity Project is much too coarse for the conclusion the DEIR draws from it.
(Exhibit D, p. 29.)
Moreover, Dr. Smallwood points out that the DEIR contains a flawed “argument that SMP 39 is cut off from open areas by well-trafficked roads, the airport, the gravel quarries, and therefore cannot function as a wildlife movement corridor” and notes that the same argument is used for SMP 40. (Id.) However, as Dr. Smallwood notes, the DEIR simply uses speculation here and provides no supporting evidence to this assertion. (Id.)
Third, Dr. Smallwood discusses the Project’s traffic impacts to wildlife, noting that traffic generated from the Project will endanger wildlife that must cross roads used by traffic getting to and from the Project Site. (Exhibit D, p. 30.) Dr. Smallwood discusses traffic-caused wildlife mortality and highlights various traffic mortality numbers collected from a wildlife mortality study performed only eleven (11) miles from the Project Site in the County of Contra Costa. (Id.) Dr. Smallwood concludes an analysis should be done on “whether increased traffic generated by the project site would similarly result in local impacts on wildlife.” (Id. at p. 31.) In addition, the biological impact analysis of the EIR is legally flawed for the following reasons.

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First, the DEIR’s biological resources impact analysis relies on multiple inadequate biological field surveys outlined in Appendices D and E of the DEIR prepared by Monk & Associates that are described in insufficient detail.

For example, with regards to the field surveys, the DEIR states that:
“SMP 39 and SMP 40 were both first surveyed in 2000, with follow-up surveys over the years, including in November 2013, for various development proposals. In addition, a project-specific field survey was conducted on SMP 39 on October 14, 2021, and on SMP 40 on June 10, 2019 to record biological resources within the sites, and to assess the likelihood of resource agency regulated areas to be located within the sites.

An additional survey was conducted for SMP 40 on June 21, 2019 to flag the Arroyo Mocho’s riparian drip line to allow for the project engineers to survey the limits of the riparian vegetation and overlay the area on the project site plan, and another general survey of SMP 40 was conducted on September 10, 2021.”
DEIR, p. 4.3-24. [Emphasis added.’]
However, the DEIR’s reliance on these biological resources field surveys is improper for several reasons.

First, the DEIR and its accompanying Appendices D and E leave out crucial information about the site surveys.

In summarizing the various site surveys that occurred in 2013, 2019, and 2021, DEIR Appendix D’s Biological Resources Analysis (“SMP-39 BRA”) states that “[e]ach site survey involved searching all habitats on the site and recording all plant and wildlife species observed. . . .” and that the “evaluation included an examination of the site to determine if there could be potential areas within the project site that would be regulated as waters of the United States and/or State . . .” DEIR Appendix D, p. 2.

Thus, the SMP-39 BRA field surveys seem to indicate that visual inspections were done during these site visits. However, SMP-39 BRA is insufficient for numerous reasons as it leaves out crucial information about the site surveys while relying on the surveys to form conclusions about the Project’s potential biological resources impacts.

As a preliminary matter, one (1) single field survey alone for just the SMP-39 Project Site is insufficient to adequately identify all of the potential habitats and plant and wildlife species occurring within the Project Site, as the site surveys purport to have

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looked for. In the City’s Final EIR Responses to Comments, Response No. 5-12, the City counters our office’s prior comment that “[o]ne single field survey is sufficient to get a baseline description of a project site’s pant communities and wildlife habitats and to determine if additional surveys for special-status species are necessary.” (FEIR Response to Comments, p. 2-75.) However, as Dr. Smallwood notes in his comment letter on the Project, “[m]ore surveys are needed than my two surveys [sic] to inventory use of the project site by wildlife” (Exhibit D, pp. 14-15), that the appropriate detection surveys have not been completed at SMP 39 and SMP 40,” (id. at p. 17), that “[r]econnaissance surveys for wildlife are not designed to detect specialstatus species” indicating that protocol-level detection surveys are appropriate but that Monk & Associates did not perform such detection surveys here, thus rendering the Draft EIR’s “characterization of the existing environmental setting . . . therefore incomplete and inaccurate.” (Id. at p. 19.) Therefore, it is clear that the single survey conducted for SMP-39 is inadequate.

Moreover, the SMP-39 BRA does not specify what time of the day the surveys were conducted during, (DEIR Appendix D, p. 2) which, again, leaves open the possibility that certain species, for example, nocturnal species, could present themselves at different times of the day. This is further highlighted in Dr. Smallwood’s comment letter, where he notes that:

For none of the above surveys was there reporting of what time the surveys began, or how long the surveys lasted. No checklist is shared of habitat elements that the biologists might have used during their survey to later crosscheck against documented habitats of each special-status species. No explanation is provided of whether or how animal behavior data or other evidence contributed to the biologist’s assessment of the site for its importance to animal movement. It is therefore difficult to assess survey outcomes relative to survey effort and methods.
(Exhibit D, p. 16.)
Even further, in one (1) single survey, the surveyor may fail to identify species that would only present themselves during certain times of the year. According to the SMP-39 BRA in Appendix D, for example, the most recent surveys were conducted in June 2019 (a summer month) and October 2021 (a fall month), while failing to account for the spring and winter months. DEIR Appendix D, p. 2. However, there may be certain plant or animal species that would not be identifiable to an observer during the summer or fall months but that could nevertheless be present at the

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Project Site and be identifiable during other seasons of the year. For example, and as noted by Dr. Smallwood, in response to the DEIR’s assertion that no special-status plants were observed during some of the surveys at the Project Sites during various months over the years, Dr. Smallwood responds that this reporting is misleading “because only one of the several surveys was conducted during the plant blooming season. Monk and Associates (2021, 2023) did not meet the minimum standards of [California Department of Fish and Wildlife’s (“CDFW”)] (2018) plant survey guidelines. While the FEIR’s Responses to Comments counters our office’s prior comments, asserting that the CDFW’s survey guidelines cited are guidelines for conducting floristic surveys for rare and endangered or other special-status species, the site surveys still failed to meet the CDFW’s minimum plant survey guidelines standards. Thus, new surveys must be conducted that meet these standards.

Therefore, the DEIR’s reliance on surveys not in compliance with California Department of Fish and Wildlife’s survey guidelines6 and its misuse of the California Natural Diversity Database (“CNDD”) resulted in potentially inaccurate determinations. For example, with regards to botanical field surveys, the CDFW’s survey guidelines state that such field surveys should be conducted in a way that will maximize the likelihood of identifying special status plants and sensitive natural communities that may be present at a site.7 Specifically, the guidelines state that “[m]ore than one field visit is usually necessary to adequately capture the floristic diversity of a project area.”8
For each of the foregoing reasons, the Project may have a significant impact on biological resources. Accordingly, the DEIR’s findings as to the Project’s biological impacts are not supported with substantial evidence that is of verifiable or credible value and the DEIR must be revised and recirculated to reassess those impacts, including on the wildlife species with potential to occur on the Project Site using protocol-level detection surveys and describing those surveys with sufficient detail. 6 See, California Natural Resources Agency, Department of Fish and Wildlife Protocols for Surveying and Evaluating Impacts to Special Status Native Plant Populations and Sensitive Natural Communities, available at https://nrm.dfg.ca.gov/FileHandler.ashx?DocumentID=18959&inline, pp. 4, 5-6, accessed on Oct. 9, 2023), updated on Feb. 3, 2023; see generally California Department of Fish and Wildlife California Natural Diversity Database, available at https://wildlife.ca.gov/Data/CNDDB/Plantsand-Animals (last visited on Oct. 9, 2023.) 7 California Natural Resources Agency, supra, at p. 4. 8 Id.

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C. The Project May Have Significant Noise Impacts.

There is substantial evidence that the Project will have significant traffic impacts. As discussed by Principal Steve Rogers of Steve Rogers Acoustics, “the evaluation of noise impacts during the construction phases is incomplete and contains a significant calculation error.” (Exhibit E, p. 3 [December 12, 2023 comment letter re City of Livermore SMP 38/SMP 39/SMP 40 Project Review of DEIR Noise Section & Appendices]), fully incorporated herein.

First, as noted by Mr. Rogers for the DEIR’s construction noise impacts, the DEIR concludes there will be a less than significant impact for on-site construction, but per the DEIR’s analysis, the DEIR fails to adequately support this conclusion for multiple reasons. (Exhibit E, p. 2.) For example, the DEIR fails to include SMP 39’s construction noise impacts in its section 4.6 analysis. (Id.) Second, Mr. Rogers notes that the noise analysis for SMP 40 is incomplete. Specifically, The noise impact analysis for construction on the SMP 40 site compares Salter’s noise level predictions with instantaneous maximum noise level (Lmax) limits of 70 dBA during the day and 60 dBA at night, which are taken from Policy N-1.5.P3 of the City of Livermore General Plan.

However, these Lmax noise limits are not the only local regulations that would apply to construction noise on the SMP 40 site.
. . .

Similarly, the DEIR does not include an DNL analysis for construction noise from SMP 40 to show that it will be below the 60 dBA exterior noise standard taken from land-use compatibility table (Table 9-7) in the General Plan. This will be particularly important if any construction work is to occur at night.
(Exhibit E, pp. 2-3.)
Third, Mr. Rogers highlights that there was an error in the calculations for SMP 40 with regards to various construction equipment pieces at a 50-foot distance. (Id.) Lastly, Mr. Rogers states that the construction noise analysis on the east side of the SMP 40 site is overlooked, as it assumes receivers 884 feet away from the equipment, while during other phases of construction, the noisy equipment may be operating closer than 884-feet from nearby residential uses. (Id.) For each of the foregoing reasons, the Project may have a significant noise impact and the EIR should therefore be revised and recirculated.

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III. CONCLUSION
Based on the foregoing, the City should deny the Project’s proposed entitlements and require that the Environmental Impact Report be revised and recirculated pursuant to CEQA, consistent with the comments and issues identified in this comment letter.

Sincerely,
____________________________
Stephanie Papayanis
Attorneys for Carpenters Local 713
Attached:

March 8, 2021 SWAPE Letter to Mitchell M. Tsai re Local Hire Requirements and Considerations for Greenhouse Gas Modeling (Exhibit A); Air Quality and GHG Expert Paul Rosenfeld CV (Exhibit B); Air Quality and GHG Expert Matt Hagemann CV (Exhibit C); December 12, 2023 Comment Letter from Biological Resources Expert regarding SMP 38, SMP 39, and SMP 40 Project (Exhibit D); and
December 12, 2023 Comment Letter from Noise Expert Steve Rogers regarding Review of DEIR Noise Section an Appendices (Exhibit E).

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EXHIBIT A

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1 2656 29th Street, Suite 201
Santa Monica, CA 90405
Matt Hagemann, P.G, C.Hg.
(949) 887-9013
[email protected]
Paul E. Rosenfeld, PhD
(310) 795-2335
[email protected]
March 8, 2021
Mitchell M. Tsai
155 South El Molino, Suite 104
Pasadena, CA 91101
Subject: Local Hire Requirements and Considerations for Greenhouse Gas Modeling Dear Mr. Tsai,
Soil Water Air Protection Enterprise (“SWAPE”) is pleased to provide the following draft technical report explaining the significance of worker trips required for construction of land use development projects with respect to the estimation of greenhouse gas (“GHG”) emissions. The report will also discuss the potential for local hire requirements to reduce the length of worker trips, and consequently, reduced or mitigate the potential GHG impacts.

Worker Trips and Greenhouse Gas Calculations
The California Emissions Estimator Model (“CalEEMod”) is a “statewide land use emissions computer model designed to provide a uniform platform for government agencies, land use planners, and environmental professionals to quantify potential criteria pollutant and greenhouse gas (GHG) emissions associated with both construction and operations from a variety of land use projects.”1 CalEEMod quantifies construction-related emissions associated with land use projects resulting from off-road construction equipment; on-road mobile equipment associated with workers, vendors, and hauling; fugitive dust associated with grading, demolition, truck loading, and on-road vehicles traveling along paved and unpaved roads; and architectural coating activities; and paving.2
The number, length, and vehicle class of worker trips are utilized by CalEEMod to calculate emissions associated with the on-road vehicle trips required to transport workers to and from the Project site during construction.3 1 “California Emissions Estimator Model.” CAPCOA, 2017, available at: http://www.aqmd.gov/caleemod/home. 2 “California Emissions Estimator Model.” CAPCOA, 2017, available at: http://www.aqmd.gov/caleemod/home. 3 “CalEEMod User’s Guide.” CAPCOA, November 2017, available at: http://www.aqmd.gov/docs/defaultsource/caleemod/01_user-39-s-guide2016-3-2_15november2017.pdf?sfvrsn=4, p. 34.

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2 Specifically, the number and length of vehicle trips is utilized to estimate the vehicle miles travelled (“VMT”) associated with construction. Then, utilizing vehicle-class specific EMFAC 2014 emission factors, CalEEMod calculates the vehicle exhaust, evaporative, and dust emissions resulting from construction-related VMT, including personal vehicles for worker commuting.4
Specifically, in order to calculate VMT, CalEEMod multiplies the average daily trip rate by the average overall trip length (see excerpt below):
“VMTd = Σ(Average Daily Trip Rate i * Average Overall Trip Length i) n Where:
n = Number of land uses being modeled.”5
Furthermore, to calculate the on-road emissions associated with worker trips, CalEEMod utilizes the following equation (see excerpt below):
“Emissionspollutant = VMT * EFrunning,pollutant
Where:

Emissionspollutant = emissions from vehicle running for each pollutant VMT = vehicle miles traveled
EFrunning,pollutant = emission factor for running emissions.” 6 Thus, there is a direct relationship between trip length and VMT, as well as a direct relationship between VMT and vehicle running emissions. In other words, when the trip length is increased, the VMT and vehicle running emissions increase as a result. Thus, vehicle running emissions can be reduced by decreasing the average overall trip length, by way of a local hire requirement or otherwise.

Default Worker Trip Parameters and Potential Local Hire Requirements As previously discussed, the number, length, and vehicle class of worker trips are utilized by CalEEMod to calculate emissions associated with the on-road vehicle trips required to transport workers to and from the Project site during construction.7In order to understand how local hire requirements and associated worker trip length reductions impact GHG emissions calculations, it is important to consider the CalEEMod default worker trip parameters. CalEEMod provides recommended default values based on site-specific information, such as land use type, meteorological data, total lot acreage, project type and typical equipment associated with project type. If more specific project information is known, the user can change the default values and input projectspecific values, but the California Environmental Quality Act (“CEQA”) requires that such changes be justified by substantial evidence.8 The default number of construction-related worker trips is calculated by multiplying the 4 “Appendix A Calculation Details for CalEEMod.” CAPCOA, October 2017, available at: http://www.aqmd.gov/docs/defaultsource/caleemod/02_appendix-a2016-3-2.pdf?sfvrsn=6, p. 14-15. 5 “Appendix A Calculation Details for CalEEMod.” CAPCOA, October 2017, available at: http://www.aqmd.gov/docs/defaultsource/caleemod/02_appendix-a2016-3-2.pdf?sfvrsn=6, p. 23. 6 “Appendix A Calculation Details for CalEEMod.” CAPCOA, October 2017, available at: http://www.aqmd.gov/docs/defaultsource/caleemod/02_appendix-a2016-3-2.pdf?sfvrsn=6, p. 15. 7 “CalEEMod User’s Guide.” CAPCOA, November 2017, available at: http://www.aqmd.gov/docs/defaultsource/caleemod/01_user-39-s-guide2016-3-2_15november2017.pdf?sfvrsn=4, p. 34. 8 CalEEMod User Guide, available at: http://www.caleemod.com/, p. 1, 9.

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3 number of pieces of equipment for all phases by 1.25, with the exception of worker trips required for the building construction and architectural coating phases.9Furthermore, the worker trip vehicle class is a 50/25/25 percent mix of light duty autos, light duty truck class 1 and light duty truck class 2, respectively.”10 Finally, the default worker trip length is consistent with the length of the operational home-to-work vehicle trips.11 The operational home-to-work vehicle trip lengths are:
“[B]ased on the location and urbanization selected on the project characteristic screen. These values were supplied by the air districts or use a default average for the state. Each district (or county) also assigns trip lengths for urban and rural settings” (emphasis added). 12 Thus, the default worker trip length is based on the location and urbanization level selected by the User when modeling emissions. The below table shows the CalEEMod default rural and urban worker trip lengths by air basin (see excerpt below and Attachment A).13
Worker Trip Length by Air Basin
Air Basin Rural (miles) Urban (miles)
Great Basin Valleys 16.8 10.8
Lake County 16.8 10.8
Lake Tahoe 16.8 10.8
Mojave Desert 16.8 10.8
Mountain Counties 16.8 10.8
North Central Coast 17.1 12.3
North Coast 16.8 10.8
Northeast Plateau 16.8 10.8
Sacramento Valley 16.8 10.8
Salton Sea 14.6 11
San Diego 16.8 10.8
San Francisco Bay Area 10.8 10.8
San Joaquin Valley 16.8 10.8
South Central Coast 16.8 10.8
South Coast 19.8 14.7
Average 16.47 11.17
Minimum 10.80 10.80
Maximum 19.80 14.70
Range 9.00 3.90
9 “CalEEMod User’s Guide.” CAPCOA, November 2017, available at: http://www.aqmd.gov/docs/defaultsource/caleemod/01_user-39-s-guide2016-3-2_15november2017.pdf?sfvrsn=4, p. 34. 10 “Appendix A Calculation Details for CalEEMod.” CAPCOA, October 2017, available at:
http://www.aqmd.gov/docs/default-source/caleemod/02_appendix-a2016-3-2.pdf?sfvrsn=6, p. 15. 11 “Appendix A Calculation Details for CalEEMod.” CAPCOA, October 2017, available at:
http://www.aqmd.gov/docs/default-source/caleemod/02_appendix-a2016-3-2.pdf?sfvrsn=6, p. 14. 12 “Appendix A Calculation Details for CalEEMod.” CAPCOA, October 2017, available at:
http://www.aqmd.gov/docs/default-source/caleemod/02_appendix-a2016-3-2.pdf?sfvrsn=6, p. 21. 13 “Appendix D Default Data Tables.” CAPCOA, October 2017, available at: http://www.aqmd.gov/docs/defaultsource/caleemod/05_appendix-d2016-3-2.pdf?sfvrsn=4, p. D-84 – D-86.

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4 As demonstrated above, default rural worker trip lengths for air basins in California vary from 10.8- to 19.8- miles, with an average of 16.47 miles. Furthermore, default urban worker trip lengths vary from 10.8- to 14.7- miles, with an average of 11.17 miles. Thus, while default worker trip lengths vary by location, default urban worker trip lengths tend to be shorter in length. Based on these trends evident in the CalEEMod default worker trip lengths, we can reasonably assume that the efficacy of a local hire requirement is especially dependent upon the urbanization of the project site, as well as the project location.

Practical Application of a Local Hire Requirement and Associated Impact To provide an example of the potential impact of a local hire provision on construction-related GHG emissions, we estimated the significance of a local hire provision for the Village South Specific Plan (“Project”) located in the City of Claremont (“City”). The Project proposed to construct 1,000 residential units, 100,000-SF of retail space, 45,000-SF of office space, as well as a 50-room hotel, on the 24-acre site. The Project location is classified as Urban and lies within the Los Angeles-South Coast County. As a result, the Project has a default worker trip length of 14.7 miles.14 In an effort to evaluate the potential for a local hire provision to reduce the Project’s construction-related GHG emissions, we prepared an updated model, reducing all worker trip lengths to 10 miles (see Attachment B). Our analysis estimates that if a local hire provision with a 10-mile radius were to be implemented, the GHG emissions associated with Project construction would decrease by approximately 17% (see table below and Attachment C).

Local Hire Provision Net Change
Without Local Hire Provision
Total Construction GHG Emissions (MT CO2e) 3,623
Amortized Construction GHG Emissions (MT CO2e/year) 120.77 With Local Hire Provision
Total Construction GHG Emissions (MT CO2e) 3,024
Amortized Construction GHG Emissions (MT CO2e/year) 100.80 % Decrease in Construction-related GHG Emissions 17%
As demonstrated above, by implementing a local hire provision requiring 10 mile worker trip lengths, the Project could reduce potential GHG emissions associated with construction worker trips. More broadly, any local hire requirement that results in a decreased worker trip length from the default value has the potential to result in a reduction of construction-related GHG emissions, though the significance of the reduction would vary based on the location and urbanization level of the project site.

This serves as an example of the potential impacts of local hire requirements on estimated project-level GHG emissions, though it does not indicate that local hire requirements would result in reduced construction-related GHG emission for all projects. As previously described, the significance of a local hire requirement depends on the worker trip length enforced and the default worker trip length for the project’s urbanization level and location.
14 “Appendix D Default Data Tables.” CAPCOA, October 2017, available at: http://www.aqmd.gov/docs/defaultsource/caleemod/05_appendix-d2016-3-2.pdf?sfvrsn=4, p. D-85.

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5 Disclaimer
SWAPE has received limited discovery. Additional information may become available in the future; thus, we retain the right to revise or amend this report when additional information becomes available. Our professional services have been performed using that degree of care and skill ordinarily exercised, under similar circumstances, by reputable environmental consultants practicing in this or similar localities at the time of service. No other warranty, expressed or implied, is made as to the scope of work, work methodologies and protocols, site conditions, analytical testing results, and findings presented. This report reflects efforts which were limited to information that was reasonably accessible at the time of the work, and may contain informational gaps, inconsistencies, or otherwise be incomplete due to the unavailability or uncertainty of information obtained or provided by third parties.

Sincerely,
Matt Hagemann, P.G., C.Hg.

Paul E. Rosenfeld, Ph.D.

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Location Type Location Name Rural H-W
(miles)
Urban H-W
(miles)
Air Basin Great Basin 16.8 10.8
Air Basin Lake County 16.8 10.8
Air Basin Lake Tahoe 16.8 10.8
Air Basin Mojave Desert 16.8 10.8
Air Basin Mountain 16.8 10.8
Air Basin North Central 17.1 12.3
Air Basin North Coast 16.8 10.8
Air Basin Northeast 16.8 10.8
Air Basin Sacramento 16.8 10.8
Air Basin Salton Sea 14.6 11
Air Basin San Diego 16.8 10.8
Air Basin San Francisco 10.8 10.8
Air Basin San Joaquin 16.8 10.8
Air Basin South Central 16.8 10.8
Air Basin South Coast 19.8 14.7
Air District Amador County 16.8 10.8
Air District Antelope Valley 16.8 10.8
Air District Bay Area AQMD 10.8 10.8
Air District Butte County 12.54 12.54
Air District Calaveras 16.8 10.8
Air District Colusa County 16.8 10.8
Air District El Dorado 16.8 10.8
Air District Feather River 16.8 10.8
Air District Glenn County 16.8 10.8
Air District Great Basin 16.8 10.8
Air District Imperial County 10.2 7.3
Air District Kern County 16.8 10.8
Air District Lake County 16.8 10.8
Air District Lassen County 16.8 10.8
Air District Mariposa 16.8 10.8
Air District Mendocino 16.8 10.8
Air District Modoc County 16.8 10.8
Air District Mojave Desert 16.8 10.8
Air District Monterey Bay 16.8 10.8
Air District North Coast 16.8 10.8
Air District Northern Sierra 16.8 10.8
Air District Northern

16.8 10.8
Air District Placer County 16.8 10.8
Air District Sacramento 15 10
Attachment A

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Air District San Diego 16.8 10.8
Air District San Joaquin

16.8 10.8
Air District San Luis Obispo 13 13
Air District Santa Barbara 8.3 8.3
Air District Shasta County 16.8 10.8
Air District Siskiyou County 16.8 10.8
Air District South Coast 19.8 14.7
Air District Tehama County 16.8 10.8
Air District Tuolumne 16.8 10.8
Air District Ventura County 16.8 10.8
Air District Yolo/Solano 15 10
County Alameda 10.8 10.8
County Alpine 16.8 10.8
County Amador 16.8 10.8
County Butte 12.54 12.54
County Calaveras 16.8 10.8
County Colusa 16.8 10.8
County Contra Costa 10.8 10.8
County Del Norte 16.8 10.8
County El Dorado-Lake 16.8 10.8
County El Dorado- 16.8 10.8
County Fresno 16.8 10.8
County Glenn 16.8 10.8
County Humboldt 16.8 10.8
County Imperial 10.2 7.3
County Inyo 16.8 10.8
County Kern-Mojave 16.8 10.8
County Kern-San 16.8 10.8
County Kings 16.8 10.8
County Lake 16.8 10.8
County Lassen 16.8 10.8
County Los Angeles- 16.8 10.8
County Los Angeles- 19.8 14.7
County Madera 16.8 10.8
County Marin 10.8 10.8
County Mariposa 16.8 10.8
County Mendocino- 16.8 10.8
County Mendocino- 16.8 10.8
County Mendocino- 16.8 10.8
County Mendocino- 16.8 10.8
County Merced 16.8 10.8
County Modoc 16.8 10.8
County Mono 16.8 10.8
County Monterey 16.8 10.8
County Napa 10.8 10.8

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County Nevada 16.8 10.8
County Orange 19.8 14.7
County Placer-Lake 16.8 10.8
County Placer-Mountain 16.8 10.8
County Placer- 16.8 10.8
County Plumas 16.8 10.8
County Riverside- 16.8 10.8
County Riverside-

19.8 14.7
County Riverside-Salton 14.6 11
County Riverside-South 19.8 14.7
County Sacramento 15 10
County San Benito 16.8 10.8
County San Bernardino- 16.8 10.8
County San Bernardino- 19.8 14.7
County San Diego 16.8 10.8
County San Francisco 10.8 10.8
County San Joaquin 16.8 10.8
County San Luis Obispo 13 13
County San Mateo 10.8 10.8
County Santa Barbara-

8.3 8.3
County Santa Barbara-

8.3 8.3
County Santa Clara 10.8 10.8
County Santa Cruz 16.8 10.8
County Shasta 16.8 10.8
County Sierra 16.8 10.8
County Siskiyou 16.8 10.8
County Solano- 15 10
County Solano-San 16.8 10.8
County Sonoma-North 16.8 10.8
County Sonoma-San 10.8 10.8
County Stanislaus 16.8 10.8
County Sutter 16.8 10.8
County Tehama 16.8 10.8
County Trinity 16.8 10.8
County Tulare 16.8 10.8
County Tuolumne 16.8 10.8
County Ventura 16.8 10.8
County Yolo 15 10
County Yuba 16.8 10.8
Statewide Statewide 16.8 10.8

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Air Basin Rural (miles) Urban (miles)
Great Basin Valleys 16.8 10.8
Lake County 16.8 10.8
Lake Tahoe 16.8 10.8
Mojave Desert 16.8 10.8
Mountain Counties 16.8 10.8
North Central Coast 17.1 12.3
North Coast 16.8 10.8
Northeast Plateau 16.8 10.8
Sacramento Valley 16.8 10.8
Salton Sea 14.6 11
San Diego 16.8 10.8
San Francisco Bay Area 10.8 10.8
San Joaquin Valley 16.8 10.8
South Central Coast 16.8 10.8
South Coast 19.8 14.7
Average 16.47 11.17
Mininum 10.80 10.80
Maximum 19.80 14.70
Range 9.00 3.90
Worker Trip Length by Air Basin

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1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population General Office Building 45.00 1000sqft 1.03 45,000.00 0 High Turnover (Sit Down Restaurant) 36.00 1000sqft 0.83 36,000.00 0 Hotel 50.00 Room 1.67 72,600.00 0
Quality Restaurant 8.00 1000sqft 0.18 8,000.00 0
Apartments Low Rise 25.00 Dwelling Unit 1.56 25,000.00 72 Apartments Mid Rise 975.00 Dwelling Unit 25.66 975,000.00 2789 Regional Shopping Center 56.00 1000sqft 1.29 56,000.00 0

1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
9 Wind Speed (m/s) 2.2 Precipitation Freq (Days) 33

1.3 User Entered Comments & Non-Default Data

1.0 Project Characteristics
Utility Company Southern California Edison
Operational Year 2028
CO2 Intensity
(lb/MWhr)
702.44 CH4 Intensity 0.029
(lb/MWhr)
N2O Intensity 0.006
(lb/MWhr)
Village South Specific Plan (Proposed)
Los Angeles-South Coast County, Annual
CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual Attachment B

EXHIBIT E
1423
Project Characteristics - Consistent with the DEIR's model.

Land Use - See SWAPE comment regarding residential and retail land uses.

Construction Phase - See SWAPE comment regarding individual construction phase lengths.

Demolition - Consistent with the DEIR's model. See SWAPE comment regarding demolition.

Vehicle Trips - Saturday trips consistent with the DEIR's model. See SWAPE comment regarding weekday and Sunday trips.

Woodstoves - Woodstoves and wood-burning fireplaces consistent with the DEIR's model. See SWAPE comment regarding gas fireplaces.

Energy Use -
Construction Off-road Equipment Mitigation - See SWAPE comment on construction-related mitigation.

Area Mitigation - See SWAPE comment regarding operational mitigation measures.

Water Mitigation - See SWAPE comment regarding operational mitigation measures.

Table Name Column Name Default Value New Value
tblFireplaces FireplaceWoodMass 1,019.20 0.00
tblFireplaces FireplaceWoodMass 1,019.20 0.00
tblFireplaces NumberWood 1.25 0.00
tblFireplaces NumberWood 48.75 0.00
tblVehicleTrips ST_TR 7.16 6.17
tblVehicleTrips ST_TR 6.39 3.87
tblVehicleTrips ST_TR 2.46 1.39
tblVehicleTrips ST_TR 158.37 79.82
tblVehicleTrips ST_TR 8.19 3.75
tblVehicleTrips ST_TR 94.36 63.99
tblVehicleTrips ST_TR 49.97 10.74
tblVehicleTrips SU_TR 6.07 6.16
tblVehicleTrips SU_TR 5.86 4.18
tblVehicleTrips SU_TR 1.05 0.69
tblVehicleTrips SU_TR 131.84 78.27
CalEEMod Version: CalEEMod.2016.3.2 Page 2 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1424

2.0 Emissions Summary
tblVehicleTrips SU_TR 5.95 3.20
tblVehicleTrips SU_TR 72.16 57.65
tblVehicleTrips SU_TR 25.24 6.39
tblVehicleTrips WD_TR 6.59 5.83
tblVehicleTrips WD_TR 6.65 4.13
tblVehicleTrips WD_TR 11.03 6.41
tblVehicleTrips WD_TR 127.15 65.80
tblVehicleTrips WD_TR 8.17 3.84
tblVehicleTrips WD_TR 89.95 62.64
tblVehicleTrips WD_TR 42.70 9.43
tblWoodstoves NumberCatalytic 1.25 0.00
tblWoodstoves NumberCatalytic 48.75 0.00
tblWoodstoves NumberNoncatalytic 1.25 0.00
tblWoodstoves NumberNoncatalytic 48.75 0.00
tblWoodstoves WoodstoveDayYear 25.00 0.00
tblWoodstoves WoodstoveDayYear 25.00 0.00
tblWoodstoves WoodstoveWoodMass 999.60 0.00
tblWoodstoves WoodstoveWoodMass 999.60 0.00
CalEEMod Version: CalEEMod.2016.3.2 Page 3 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1425

2.1 Overall Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2021 0.1713 1.8242 1.1662 2.4000e0030.4169 0.0817 0.4986 0.1795 0.0754 0.2549 0.0000 213.1969 213.1969 0.0601 0.0000 214.6993 2022 0.6904 4.1142 6.1625 0.0189 1.3058 0.1201 1.4259 0.3460 0.1128 0.4588 0.0000 1,721.682 6 1,721.682
6 0.1294 0.0000 1,724.918
7 2023 0.6148 3.3649 5.6747 0.0178 1.1963 0.0996 1.2959 0.3203 0.0935 0.4138 0.0000 1,627.529 5 1,627.529
5 0.1185 0.0000 1,630.492
5 2024 4.1619 0.1335 0.2810 5.9000e0040.0325 6.4700e0030.0390 8.6300e0036.0400e0030.0147 0.0000 52.9078 52.9078 8.0200e0030.0000 53.1082 Maximum 4.1619 4.1142 6.1625 0.0189 1.3058 0.1201 1.4259 0.3460 0.1128 0.4588 0.0000 1,721.682 6 1,721.682
6 0.1294 0.0000 1,724.918
7 Unmitigated Construction
CalEEMod Version: CalEEMod.2016.3.2 Page 4 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1426

2.1 Overall Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2021 0.1713 1.8242 1.1662 2.4000e0030.4169 0.0817 0.4986 0.1795 0.0754 0.2549 0.0000 213.1967 213.1967 0.0601 0.0000 214.6991 2022 0.6904 4.1142 6.1625 0.0189 1.3058 0.1201 1.4259 0.3460 0.1128 0.4588 0.0000 1,721.682 3 1,721.682
3 0.1294 0.0000 1,724.918
3 2023 0.6148 3.3648 5.6747 0.0178 1.1963 0.0996 1.2959 0.3203 0.0935 0.4138 0.0000 1,627.529 1 1,627.529
1 0.1185 0.0000 1,630.492
1 2024 4.1619 0.1335 0.2810 5.9000e0040.0325 6.4700e0030.0390 8.6300e0036.0400e0030.0147 0.0000 52.9077 52.9077 8.0200e0030.0000 53.1082 Maximum 4.1619 4.1142 6.1625 0.0189 1.3058 0.1201 1.4259 0.3460 0.1128 0.4588 0.0000 1,721.682 3 1,721.682
3 0.1294 0.0000 1,724.918
3 Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter) Maximum Mitigated ROG + NOX (tons/quarter) 1 9-1-2021 11-30-2021 1.4103 1.4103
2 12-1-2021 2-28-2022 1.3613 1.3613
3 3-1-2022 5-31-2022 1.1985 1.1985
4 6-1-2022 8-31-2022 1.1921 1.1921
5 9-1-2022 11-30-2022 1.1918 1.1918
6 12-1-2022 2-28-2023 1.0774 1.0774
7 3-1-2023 5-31-2023 1.0320 1.0320
8 6-1-2023 8-31-2023 1.0260 1.0260
CalEEMod Version: CalEEMod.2016.3.2 Page 5 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1427

2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 5.1437 0.2950 10.3804 1.6700e0030.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e003222.5835 Energy 0.1398 1.2312 0.7770 7.6200e0030.0966 0.0966 0.0966 0.0966 0.0000 3,896.073 2 3,896.073
2 0.1303 0.0468 3,913.283
3 Mobile 1.5857 7.9962 19.1834 0.0821 7.7979 0.0580 7.8559 2.0895 0.0539 2.1434 0.0000 7,620.498 6 7,620.498
6 0.3407 0.0000 7,629.016
2 Waste 0.0000 0.0000 0.0000 0.0000 207.8079 0.0000 207.8079 12.2811 0.0000 514.8354 Water 0.0000 0.0000 0.0000 0.0000 29.1632 556.6420 585.8052 3.0183 0.0755 683.7567 Total 6.8692 9.5223 30.3407 0.0914 7.7979 0.2260 8.0240 2.0895 0.2219 2.3114 236.9712 12,294.18 07 12,531.15
19 15.7904 0.1260 12,963.47
51 Unmitigated Operational
9 9-1-2023 11-30-2023 1.0265 1.0265
10 12-1-2023 2-29-2024 2.8857 2.8857
11 3-1-2024 5-31-2024 1.6207 1.6207
Highest 2.8857 2.8857
CalEEMod Version: CalEEMod.2016.3.2 Page 6 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1428

2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 5.1437 0.2950 10.3804 1.6700e0030.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e003222.5835 Energy 0.1398 1.2312 0.7770 7.6200e0030.0966 0.0966 0.0966 0.0966 0.0000 3,896.073 2 3,896.073
2 0.1303 0.0468 3,913.283
3 Mobile 1.5857 7.9962 19.1834 0.0821 7.7979 0.0580 7.8559 2.0895 0.0539 2.1434 0.0000 7,620.498 6 7,620.498
6 0.3407 0.0000 7,629.016
2 Waste 0.0000 0.0000 0.0000 0.0000 207.8079 0.0000 207.8079 12.2811 0.0000 514.8354 Water 0.0000 0.0000 0.0000 0.0000 29.1632 556.6420 585.8052 3.0183 0.0755 683.7567 Total 6.8692 9.5223 30.3407 0.0914 7.7979 0.2260 8.0240 2.0895 0.2219 2.3114 236.9712 12,294.18 07 12,531.15
19 15.7904 0.1260 12,963.47
51 Mitigated Operational

3.0 Construction Detail
Construction Phase
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Page 7 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1429
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Demolition Demolition 9/1/2021 10/12/2021 5 30
2 Site Preparation Site Preparation 10/13/2021 11/9/2021 5 20 3 Grading Grading 11/10/2021 1/11/2022 5 45
4 Building Construction Building Construction 1/12/2022 12/12/2023 5 500 5 Paving Paving 12/13/2023 1/30/2024 5 35
6 Architectural Coating Architectural Coating 1/31/2024 3/19/2024 5 35 OffRoad Equipment
Residential Indoor: 2,025,000; Residential Outdoor: 675,000; Non-Residential Indoor: 326,400; Non-Residential Outdoor: 108,800; Striped Parking Area: 0 (Architectural Coating ±sqft)
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 112.5
Acres of Paving: 0
CalEEMod Version: CalEEMod.2016.3.2 Page 8 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1430
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73
Demolition Excavators 3 8.00 158 0.38
Demolition Rubber Tired Dozers 2 8.00 247 0.40
Site Preparation Rubber Tired Dozers 3 8.00 247 0.40
Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 Grading Excavators 2 8.00 158 0.38
Grading Graders 1 8.00 187 0.41
Grading Rubber Tired Dozers 1 8.00 247 0.40
Grading Scrapers 2 8.00 367 0.48
Grading Tractors/Loaders/Backhoes 2 8.00 97 0.37
Building Construction Cranes 1 7.00 231 0.29
Building Construction Forklifts 3 8.00 89 0.20
Building Construction Generator Sets 1 8.00 84 0.74
Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Building Construction Welders 1 8.00 46 0.45
Paving Pavers 2 8.00 130 0.42
Paving Paving Equipment 2 8.00 132 0.36
Paving Rollers 2 8.00 80 0.38
Architectural Coating Air Compressors 1 6.00 78 0.48
Trips and VMT
CalEEMod Version: CalEEMod.2016.3.2 Page 9 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1431

3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0496 0.0000 0.0496 7.5100e0030.0000 7.5100e0030.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0475 0.4716 0.3235 5.8000e0040.0233 0.0233 0.0216 0.0216 0.0000 51.0012 51.0012 0.0144 0.0000 51.3601 Total 0.0475 0.4716 0.3235 5.8000e0040.0496 0.0233 0.0729 7.5100e0030.0216 0.0291 0.0000 51.0012 51.0012 0.0144 0.0000 51.3601 Unmitigated Construction On-Site

3.1 Mitigation Measures Construction
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition 6 15.00 0.00 458.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Site Preparation 7 18.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Grading 8 20.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 801.00 143.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Paving 6 15.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 160.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2016.3.2 Page 10 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1432

3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 1.9300e0030.0634 0.0148 1.8000e0043.9400e0031.9000e0044.1300e0031.0800e0031.8000e0041.2600e0030.0000 17.4566 17.4566 1.2100e0030.0000 17.4869 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 9.7000e0047.5000e0048.5100e0032.0000e0052.4700e0032.0000e0052.4900e0036.5000e0042.0000e0056.7000e0040.0000 2.2251 2.2251 7.0000e0050.0000 2.2267 Total 2.9000e0030.0641 0.0233 2.0000e0046.4100e0032.1000e0046.6200e0031.7300e0032.0000e0041.9300e0030.0000 19.6816 19.6816 1.2800e0030.0000 19.7136 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0496 0.0000 0.0496 7.5100e0030.0000 7.5100e0030.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0475 0.4716 0.3235 5.8000e0040.0233 0.0233 0.0216 0.0216 0.0000 51.0011 51.0011 0.0144 0.0000 51.3600 Total 0.0475 0.4716 0.3235 5.8000e0040.0496 0.0233 0.0729 7.5100e0030.0216 0.0291 0.0000 51.0011 51.0011 0.0144 0.0000 51.3600 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 11 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1433

3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 1.9300e0030.0634 0.0148 1.8000e0043.9400e0031.9000e0044.1300e0031.0800e0031.8000e0041.2600e0030.0000 17.4566 17.4566 1.2100e0030.0000 17.4869 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 9.7000e0047.5000e0048.5100e0032.0000e0052.4700e0032.0000e0052.4900e0036.5000e0042.0000e0056.7000e0040.0000 2.2251 2.2251 7.0000e0050.0000 2.2267 Total 2.9000e0030.0641 0.0233 2.0000e0046.4100e0032.1000e0046.6200e0031.7300e0032.0000e0041.9300e0030.0000 19.6816 19.6816 1.2800e0030.0000 19.7136 Mitigated Construction Off-Site

3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.1807 0.0000 0.1807 0.0993 0.0000 0.0993 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0389 0.4050 0.2115 3.8000e0040.0204 0.0204 0.0188 0.0188 0.0000 33.4357 33.4357 0.0108 0.0000 33.7061 Total 0.0389 0.4050 0.2115 3.8000e0040.1807 0.0204 0.2011 0.0993 0.0188 0.1181 0.0000 33.4357 33.4357 0.0108 0.0000 33.7061 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 12 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1434

3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 7.7000e0046.0000e0046.8100e0032.0000e0051.9700e0032.0000e0051.9900e0035.2000e0041.0000e0055.4000e0040.0000 1.7801 1.7801 5.0000e0050.0000 1.7814 Total 7.7000e0046.0000e0046.8100e0032.0000e0051.9700e0032.0000e0051.9900e0035.2000e0041.0000e0055.4000e0040.0000 1.7801 1.7801 5.0000e0050.0000 1.7814 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.1807 0.0000 0.1807 0.0993 0.0000 0.0993 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0389 0.4050 0.2115 3.8000e0040.0204 0.0204 0.0188 0.0188 0.0000 33.4357 33.4357 0.0108 0.0000 33.7060 Total 0.0389 0.4050 0.2115 3.8000e0040.1807 0.0204 0.2011 0.0993 0.0188 0.1181 0.0000 33.4357 33.4357 0.0108 0.0000 33.7060 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 13 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1435

3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 7.7000e0046.0000e0046.8100e0032.0000e0051.9700e0032.0000e0051.9900e0035.2000e0041.0000e0055.4000e0040.0000 1.7801 1.7801 5.0000e0050.0000 1.7814 Total 7.7000e0046.0000e0046.8100e0032.0000e0051.9700e0032.0000e0051.9900e0035.2000e0041.0000e0055.4000e0040.0000 1.7801 1.7801 5.0000e0050.0000 1.7814 Mitigated Construction Off-Site

3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.1741 0.0000 0.1741 0.0693 0.0000 0.0693 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0796 0.8816 0.5867 1.1800e0030.0377 0.0377 0.0347 0.0347 0.0000 103.5405 103.5405 0.0335 0.0000 104.3776 Total 0.0796 0.8816 0.5867 1.1800e0030.1741 0.0377 0.2118 0.0693 0.0347 0.1040 0.0000 103.5405 103.5405 0.0335 0.0000 104.3776 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 14 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1436

3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 1.6400e0031.2700e0030.0144 4.0000e0054.1600e0033.0000e0054.2000e0031.1100e0033.0000e0051.1400e0030.0000 3.7579 3.7579 1.1000e0040.0000 3.7607 Total 1.6400e0031.2700e0030.0144 4.0000e0054.1600e0033.0000e0054.2000e0031.1100e0033.0000e0051.1400e0030.0000 3.7579 3.7579 1.1000e0040.0000 3.7607 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.1741 0.0000 0.1741 0.0693 0.0000 0.0693 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0796 0.8816 0.5867 1.1800e0030.0377 0.0377 0.0347 0.0347 0.0000 103.5403 103.5403 0.0335 0.0000 104.3775 Total 0.0796 0.8816 0.5867 1.1800e0030.1741 0.0377 0.2118 0.0693 0.0347 0.1040 0.0000 103.5403 103.5403 0.0335 0.0000 104.3775 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 15 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1437

3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 1.6400e0031.2700e0030.0144 4.0000e0054.1600e0033.0000e0054.2000e0031.1100e0033.0000e0051.1400e0030.0000 3.7579 3.7579 1.1000e0040.0000 3.7607 Total 1.6400e0031.2700e0030.0144 4.0000e0054.1600e0033.0000e0054.2000e0031.1100e0033.0000e0051.1400e0030.0000 3.7579 3.7579 1.1000e0040.0000 3.7607 Mitigated Construction Off-Site

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0807 0.0000 0.0807 0.0180 0.0000 0.0180 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0127 0.1360 0.1017 2.2000e0045.7200e0035.7200e0035.2600e0035.2600e0030.0000 19.0871 19.0871 6.1700e0030.0000 19.2414 Total 0.0127 0.1360 0.1017 2.2000e0040.0807 5.7200e0030.0865 0.0180 5.2600e0030.0233 0.0000 19.0871 19.0871 6.1700e0030.0000 19.2414 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 16 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1438

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 2.8000e0042.1000e0042.4400e0031.0000e0057.7000e0041.0000e0057.7000e0042.0000e0041.0000e0052.1000e0040.0000 0.6679 0.6679 2.0000e0050.0000 0.6684 Total 2.8000e0042.1000e0042.4400e0031.0000e0057.7000e0041.0000e0057.7000e0042.0000e0041.0000e0052.1000e0040.0000 0.6679 0.6679 2.0000e0050.0000 0.6684 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0807 0.0000 0.0807 0.0180 0.0000 0.0180 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0127 0.1360 0.1017 2.2000e0045.7200e0035.7200e0035.2600e0035.2600e0030.0000 19.0871 19.0871 6.1700e0030.0000 19.2414 Total 0.0127 0.1360 0.1017 2.2000e0040.0807 5.7200e0030.0865 0.0180 5.2600e0030.0233 0.0000 19.0871 19.0871 6.1700e0030.0000 19.2414 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 17 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1439

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 2.8000e0042.1000e0042.4400e0031.0000e0057.7000e0041.0000e0057.7000e0042.0000e0041.0000e0052.1000e0040.0000 0.6679 0.6679 2.0000e0050.0000 0.6684 Total 2.8000e0042.1000e0042.4400e0031.0000e0057.7000e0041.0000e0057.7000e0042.0000e0041.0000e0052.1000e0040.0000 0.6679 0.6679 2.0000e0050.0000 0.6684 Mitigated Construction Off-Site

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.2158 1.9754 2.0700 3.4100e0030.1023 0.1023 0.0963 0.0963 0.0000 293.1324 293.1324 0.0702 0.0000 294.8881 Total 0.2158 1.9754 2.0700 3.4100e0030.1023 0.1023 0.0963 0.0963 0.0000 293.1324 293.1324 0.0702 0.0000 294.8881 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 18 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1440

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0527 1.6961 0.4580 4.5500e0030.1140 3.1800e0030.1171 0.0329 3.0400e0030.0359 0.0000 441.9835 441.9835 0.0264 0.0000 442.6435 Worker 0.4088 0.3066 3.5305 0.0107 1.1103 8.8700e0031.1192 0.2949 8.1700e0030.3031 0.0000 966.8117 966.8117 0.0266 0.0000 967.4773 Total 0.4616 2.0027 3.9885 0.0152 1.2243 0.0121 1.2363 0.3278 0.0112 0.3390 0.0000 1,408.795 2 1,408.795
2 0.0530 0.0000 1,410.120
8 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.2158 1.9754 2.0700 3.4100e0030.1023 0.1023 0.0963 0.0963 0.0000 293.1321 293.1321 0.0702 0.0000 294.8877 Total 0.2158 1.9754 2.0700 3.4100e0030.1023 0.1023 0.0963 0.0963 0.0000 293.1321 293.1321 0.0702 0.0000 294.8877 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 19 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1441

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0527 1.6961 0.4580 4.5500e0030.1140 3.1800e0030.1171 0.0329 3.0400e0030.0359 0.0000 441.9835 441.9835 0.0264 0.0000 442.6435 Worker 0.4088 0.3066 3.5305 0.0107 1.1103 8.8700e0031.1192 0.2949 8.1700e0030.3031 0.0000 966.8117 966.8117 0.0266 0.0000 967.4773 Total 0.4616 2.0027 3.9885 0.0152 1.2243 0.0121 1.2363 0.3278 0.0112 0.3390 0.0000 1,408.795 2 1,408.795
2 0.0530 0.0000 1,410.120
8 Mitigated Construction Off-Site

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.1942 1.7765 2.0061 3.3300e0030.0864 0.0864 0.0813 0.0813 0.0000 286.2789 286.2789 0.0681 0.0000 287.9814 Total 0.1942 1.7765 2.0061 3.3300e0030.0864 0.0864 0.0813 0.0813 0.0000 286.2789 286.2789 0.0681 0.0000 287.9814 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 20 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1442

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0382 1.2511 0.4011 4.3000e0030.1113 1.4600e0030.1127 0.0321 1.4000e0030.0335 0.0000 417.9930 417.9930 0.0228 0.0000 418.5624 Worker 0.3753 0.2708 3.1696 0.0101 1.0840 8.4100e0031.0924 0.2879 7.7400e0030.2957 0.0000 909.3439 909.3439 0.0234 0.0000 909.9291 Total 0.4135 1.5218 3.5707 0.0144 1.1953 9.8700e0031.2051 0.3200 9.1400e0030.3292 0.0000 1,327.336 9 1,327.336
9 0.0462 0.0000 1,328.491
6 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.1942 1.7765 2.0061 3.3300e0030.0864 0.0864 0.0813 0.0813 0.0000 286.2785 286.2785 0.0681 0.0000 287.9811 Total 0.1942 1.7765 2.0061 3.3300e0030.0864 0.0864 0.0813 0.0813 0.0000 286.2785 286.2785 0.0681 0.0000 287.9811 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 21 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1443

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0382 1.2511 0.4011 4.3000e0030.1113 1.4600e0030.1127 0.0321 1.4000e0030.0335 0.0000 417.9930 417.9930 0.0228 0.0000 418.5624 Worker 0.3753 0.2708 3.1696 0.0101 1.0840 8.4100e0031.0924 0.2879 7.7400e0030.2957 0.0000 909.3439 909.3439 0.0234 0.0000 909.9291 Total 0.4135 1.5218 3.5707 0.0144 1.1953 9.8700e0031.2051 0.3200 9.1400e0030.3292 0.0000 1,327.336 9 1,327.336
9 0.0462 0.0000 1,328.491
6 Mitigated Construction Off-Site

3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 6.7100e0030.0663 0.0948 1.5000e0043.3200e0033.3200e0033.0500e0033.0500e0030.0000 13.0175 13.0175 4.2100e0030.0000 13.1227 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 6.7100e0030.0663 0.0948 1.5000e0043.3200e0033.3200e0033.0500e0033.0500e0030.0000 13.0175 13.0175 4.2100e0030.0000 13.1227 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 22 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1444

3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 3.7000e0042.7000e0043.1200e0031.0000e0051.0700e0031.0000e0051.0800e0032.8000e0041.0000e0052.9000e0040.0000 0.8963 0.8963 2.0000e0050.0000 0.8968 Total 3.7000e0042.7000e0043.1200e0031.0000e0051.0700e0031.0000e0051.0800e0032.8000e0041.0000e0052.9000e0040.0000 0.8963 0.8963 2.0000e0050.0000 0.8968 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 6.7100e0030.0663 0.0948 1.5000e0043.3200e0033.3200e0033.0500e0033.0500e0030.0000 13.0175 13.0175 4.2100e0030.0000 13.1227 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 6.7100e0030.0663 0.0948 1.5000e0043.3200e0033.3200e0033.0500e0033.0500e0030.0000 13.0175 13.0175 4.2100e0030.0000 13.1227 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 23 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1445

3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 3.7000e0042.7000e0043.1200e0031.0000e0051.0700e0031.0000e0051.0800e0032.8000e0041.0000e0052.9000e0040.0000 0.8963 0.8963 2.0000e0050.0000 0.8968 Total 3.7000e0042.7000e0043.1200e0031.0000e0051.0700e0031.0000e0051.0800e0032.8000e0041.0000e0052.9000e0040.0000 0.8963 0.8963 2.0000e0050.0000 0.8968 Mitigated Construction Off-Site

3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0109 0.1048 0.1609 2.5000e0045.1500e0035.1500e0034.7400e0034.7400e0030.0000 22.0292 22.0292 7.1200e0030.0000 22.2073 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0109 0.1048 0.1609 2.5000e0045.1500e0035.1500e0034.7400e0034.7400e0030.0000 22.0292 22.0292 7.1200e0030.0000 22.2073 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 24 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1446

3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.9000e0044.1000e0044.9200e0032.0000e0051.8100e0031.0000e0051.8200e0034.8000e0041.0000e0054.9000e0040.0000 1.4697 1.4697 4.0000e0050.0000 1.4706 Total 5.9000e0044.1000e0044.9200e0032.0000e0051.8100e0031.0000e0051.8200e0034.8000e0041.0000e0054.9000e0040.0000 1.4697 1.4697 4.0000e0050.0000 1.4706 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0109 0.1048 0.1609 2.5000e0045.1500e0035.1500e0034.7400e0034.7400e0030.0000 22.0292 22.0292 7.1200e0030.0000 22.2073 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0109 0.1048 0.1609 2.5000e0045.1500e0035.1500e0034.7400e0034.7400e0030.0000 22.0292 22.0292 7.1200e0030.0000 22.2073 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 25 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1447

3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.9000e0044.1000e0044.9200e0032.0000e0051.8100e0031.0000e0051.8200e0034.8000e0041.0000e0054.9000e0040.0000 1.4697 1.4697 4.0000e0050.0000 1.4706 Total 5.9000e0044.1000e0044.9200e0032.0000e0051.8100e0031.0000e0051.8200e0034.8000e0041.0000e0054.9000e0040.0000 1.4697 1.4697 4.0000e0050.0000 1.4706 Mitigated Construction Off-Site

3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Archit. Coating 4.1372 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 3.1600e0030.0213 0.0317 5.0000e0051.0700e0031.0700e0031.0700e0031.0700e0030.0000 4.4682 4.4682 2.5000e0040.0000 4.4745 Total 4.1404 0.0213 0.0317 5.0000e0051.0700e0031.0700e0031.0700e0031.0700e0030.0000 4.4682 4.4682 2.5000e0040.0000 4.4745 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 26 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1448

3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0101 6.9900e0030.0835 2.8000e0040.0307 2.3000e0040.0309 8.1500e0032.2000e0048.3700e0030.0000 24.9407 24.9407 6.1000e0040.0000 24.9558 Total 0.0101 6.9900e0030.0835 2.8000e0040.0307 2.3000e0040.0309 8.1500e0032.2000e0048.3700e0030.0000 24.9407 24.9407 6.1000e0040.0000 24.9558 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Archit. Coating 4.1372 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 3.1600e0030.0213 0.0317 5.0000e0051.0700e0031.0700e0031.0700e0031.0700e0030.0000 4.4682 4.4682 2.5000e0040.0000 4.4745 Total 4.1404 0.0213 0.0317 5.0000e0051.0700e0031.0700e0031.0700e0031.0700e0030.0000 4.4682 4.4682 2.5000e0040.0000 4.4745 Mitigated Construction On-Site
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EXHIBIT E
1449

4.0 Operational Detail - Mobile

4.1 Mitigation Measures Mobile

3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0101 6.9900e0030.0835 2.8000e0040.0307 2.3000e0040.0309 8.1500e0032.2000e0048.3700e0030.0000 24.9407 24.9407 6.1000e0040.0000 24.9558 Total 0.0101 6.9900e0030.0835 2.8000e0040.0307 2.3000e0040.0309 8.1500e0032.2000e0048.3700e0030.0000 24.9407 24.9407 6.1000e0040.0000 24.9558 Mitigated Construction Off-Site
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EXHIBIT E
1450
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 1.5857 7.9962 19.1834 0.0821 7.7979 0.0580 7.8559 2.0895 0.0539 2.1434 0.0000 7,620.498 6 7,620.498
6 0.3407 0.0000 7,629.016
2 Unmitigated 1.5857 7.9962 19.1834 0.0821 7.7979 0.0580 7.8559 2.0895 0.0539 2.1434 0.0000 7,620.498 6 7,620.498
6 0.3407 0.0000 7,629.016
2 4.2 Trip Summary Information

4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Apartments Low Rise 145.75 154.25 154.00 506,227 506,227 Apartments Mid Rise 4,026.75 3,773.25 4075.50 13,660,065 13,660,065 General Office Building 288.45 62.55 31.05 706,812 706,812 High Turnover (Sit Down Restaurant) 2,368.80 2,873.52 2817.72 3,413,937 3,413,937 Hotel 192.00 187.50 160.00 445,703 445,703
Quality Restaurant 501.12 511.92 461.20 707,488 707,488 Regional Shopping Center 528.08 601.44 357.84 1,112,221 1,112,221 Total 8,050.95 8,164.43 8,057.31 20,552,452 20,552,452
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EXHIBIT E
1451
Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Apartments Low Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 Apartments Mid Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 General Office Building 16.60 8.40 6.90 33.00 48.00 19.00 77 19 4 High Turnover (Sit Down
Restaurant)

16.60 8.40 6.90 8.50 72.50 19.00 37 20 43
Hotel 16.60 8.40 6.90 19.40 61.60 19.00 58 38 4
Quality Restaurant 16.60 8.40 6.90 12.00 69.00 19.00 38 18 44 Regional Shopping Center 16.60 8.40 6.90 16.30 64.70 19.00 54 35 11

5.0 Energy Detail

5.1 Mitigation Measures Energy

4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Apartments Low Rise 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Apartments Mid Rise 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 General Office Building 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 High Turnover (Sit Down
Restaurant)

0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Hotel 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Quality Restaurant 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Regional Shopping Center 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Historical Energy Use: N
CalEEMod Version: CalEEMod.2016.3.2 Page 30 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1452
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Electricity
Mitigated

0.0000 0.0000 0.0000 0.0000 0.0000 2,512.646
5 2,512.646
5 0.1037 0.0215 2,521.635
6 Electricity
Unmitigated

0.0000 0.0000 0.0000 0.0000 0.0000 2,512.646
5 2,512.646
5 0.1037 0.0215 2,521.635
6 NaturalGas
Mitigated

0.1398 1.2312 0.7770 7.6200e0030.0966 0.0966 0.0966 0.0966 0.0000 1,383.426 7 1,383.426
7 0.0265 0.0254 1,391.647
8 NaturalGas
Unmitigated

0.1398 1.2312 0.7770 7.6200e0030.0966 0.0966 0.0966 0.0966 0.0000 1,383.426 7 1,383.426
7 0.0265 0.0254 1,391.647
8 CalEEMod Version: CalEEMod.2016.3.2 Page 31 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1453

5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Apartments Low
Rise
408494 2.2000e0030.0188 8.0100e0031.2000e0041.5200e0031.5200e0031.5200e0031.5200e0030.0000 21.7988 21.7988 4.2000e0044.0000e00421.9284 Apartments Mid
Rise

1.30613e
+007

0.0704 0.6018 0.2561 3.8400e0030.0487 0.0487 0.0487 0.0487 0.0000 696.9989 696.9989 0.0134 0.0128 701.1408 General Office
Building
468450 2.5300e0030.0230 0.0193 1.4000e0041.7500e0031.7500e0031.7500e0031.7500e0030.0000 24.9983 24.9983 4.8000e0044.6000e00425.1468 High Turnover (Sit
Down Restaurant)

8.30736e
+006

0.0448 0.4072 0.3421 2.4400e0030.0310 0.0310 0.0310 0.0310 0.0000 443.3124 443.3124 8.5000e0038.1300e003445.9468 Hotel 1.74095e
+006

9.3900e0030.0853 0.0717 5.1000e0046.4900e0036.4900e0036.4900e0036.4900e0030.0000 92.9036 92.9036 1.7800e0031.7000e00393.4557 Quality
Restaurant

1.84608e
+006

9.9500e0030.0905 0.0760 5.4000e0046.8800e0036.8800e0036.8800e0036.8800e0030.0000 98.5139 98.5139 1.8900e0031.8100e00399.0993 Regional
Shopping Center
91840 5.0000e0044.5000e0033.7800e0033.0000e0053.4000e0043.4000e0043.4000e0043.4000e0040.0000 4.9009 4.9009 9.0000e0059.0000e0054.9301 Total 0.1398 1.2312 0.7770 7.6200e0030.0966 0.0966 0.0966 0.0966 0.0000 1,383.426 8 1,383.426
8 0.0265 0.0254 1,391.647
8 Unmitigated
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EXHIBIT E
1454

5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Apartments Low
Rise
408494 2.2000e0030.0188 8.0100e0031.2000e0041.5200e0031.5200e0031.5200e0031.5200e0030.0000 21.7988 21.7988 4.2000e0044.0000e00421.9284 Apartments Mid
Rise

1.30613e
+007

0.0704 0.6018 0.2561 3.8400e0030.0487 0.0487 0.0487 0.0487 0.0000 696.9989 696.9989 0.0134 0.0128 701.1408 General Office
Building
468450 2.5300e0030.0230 0.0193 1.4000e0041.7500e0031.7500e0031.7500e0031.7500e0030.0000 24.9983 24.9983 4.8000e0044.6000e00425.1468 High Turnover (Sit
Down Restaurant)

8.30736e
+006

0.0448 0.4072 0.3421 2.4400e0030.0310 0.0310 0.0310 0.0310 0.0000 443.3124 443.3124 8.5000e0038.1300e003445.9468 Hotel 1.74095e
+006

9.3900e0030.0853 0.0717 5.1000e0046.4900e0036.4900e0036.4900e0036.4900e0030.0000 92.9036 92.9036 1.7800e0031.7000e00393.4557 Quality
Restaurant

1.84608e
+006

9.9500e0030.0905 0.0760 5.4000e0046.8800e0036.8800e0036.8800e0036.8800e0030.0000 98.5139 98.5139 1.8900e0031.8100e00399.0993 Regional
Shopping Center
91840 5.0000e0044.5000e0033.7800e0033.0000e0053.4000e0043.4000e0043.4000e0043.4000e0040.0000 4.9009 4.9009 9.0000e0059.0000e0054.9301 Total 0.1398 1.2312 0.7770 7.6200e0030.0966 0.0966 0.0966 0.0966 0.0000 1,383.426 8 1,383.426
8 0.0265 0.0254 1,391.647
8 Mitigated
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EXHIBIT E
1455

5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
Apartments Low
Rise
106010 33.7770 1.3900e0032.9000e00433.8978
Apartments Mid
Rise

3.94697e
+006
1,257.587
9 0.0519 0.0107 1,262.086
9 General Office
Building
584550 186.2502 7.6900e0031.5900e003186.9165
High Turnover (Sit
Down Restaurant)

1.58904e
+006
506.3022 0.0209 4.3200e003508.1135
Hotel 550308 175.3399 7.2400e0031.5000e003175.9672
Quality
Restaurant
353120 112.5116 4.6500e0039.6000e004112.9141
Regional
Shopping Center
756000 240.8778 9.9400e0032.0600e003241.7395
Total 2,512.646
5 0.1037 0.0215 2,521.635
6 Unmitigated
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EXHIBIT E
1456

6.1 Mitigation Measures Area

6.0 Area Detail

5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
Apartments Low
Rise
106010 33.7770 1.3900e0032.9000e00433.8978
Apartments Mid
Rise

3.94697e
+006
1,257.587
9 0.0519 0.0107 1,262.086
9 General Office
Building
584550 186.2502 7.6900e0031.5900e003186.9165
High Turnover (Sit
Down Restaurant)

1.58904e
+006
506.3022 0.0209 4.3200e003508.1135
Hotel 550308 175.3399 7.2400e0031.5000e003175.9672
Quality
Restaurant
353120 112.5116 4.6500e0039.6000e004112.9141
Regional
Shopping Center
756000 240.8778 9.9400e0032.0600e003241.7395
Total 2,512.646
5 0.1037 0.0215 2,521.635
6 Mitigated
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EXHIBIT E
1457
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 5.1437 0.2950 10.3804 1.6700e0030.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e003222.5835 Unmitigated 5.1437 0.2950 10.3804 1.6700e0030.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e003222.5835

6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating

0.4137 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products

4.3998 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.0206 0.1763 0.0750 1.1200e0030.0143 0.0143 0.0143 0.0143 0.0000 204.1166 204.1166 3.9100e0033.7400e003205.3295 Landscaping 0.3096 0.1187 10.3054 5.4000e0040.0572 0.0572 0.0572 0.0572 0.0000 16.8504 16.8504 0.0161 0.0000 17.2540 Total 5.1437 0.2950 10.3804 1.6600e0030.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e003222.5835 Unmitigated
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EXHIBIT E
1458

7.1 Mitigation Measures Water

7.0 Water Detail

6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating

0.4137 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products

4.3998 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.0206 0.1763 0.0750 1.1200e0030.0143 0.0143 0.0143 0.0143 0.0000 204.1166 204.1166 3.9100e0033.7400e003205.3295 Landscaping 0.3096 0.1187 10.3054 5.4000e0040.0572 0.0572 0.0572 0.0572 0.0000 16.8504 16.8504 0.0161 0.0000 17.2540 Total 5.1437 0.2950 10.3804 1.6600e0030.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e003222.5835 Mitigated
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EXHIBIT E
1459
Total CO2 CH4 N2O CO2e
Category MT/yr
Mitigated 585.8052 3.0183 0.0755 683.7567
Unmitigated 585.8052 3.0183 0.0755 683.7567
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EXHIBIT E
1460

7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
Apartments Low
Rise

1.62885 /

1.02688

10.9095 0.0535 1.3400e00312.6471
Apartments Mid
Rise

63.5252 /

40.0485
425.4719 2.0867 0.0523 493.2363
General Office
Building

7.99802 /

4.90201

53.0719 0.2627 6.5900e00361.6019
High Turnover (Sit
Down Restaurant)

10.9272 /

0.697482

51.2702 0.3580 8.8200e00362.8482
Hotel 1.26834 /

0.140927

6.1633 0.0416 1.0300e0037.5079
Quality
Restaurant

2.42827 /

0.154996

11.3934 0.0796 1.9600e00313.9663
Regional
Shopping Center

4.14806 /

2.54236

27.5250 0.1363 3.4200e00331.9490
Total 585.8052 3.0183 0.0755 683.7567
Unmitigated
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EXHIBIT E
1461

8.1 Mitigation Measures Waste

7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
Apartments Low
Rise

1.62885 /

1.02688

10.9095 0.0535 1.3400e00312.6471
Apartments Mid
Rise

63.5252 /

40.0485
425.4719 2.0867 0.0523 493.2363
General Office
Building

7.99802 /

4.90201

53.0719 0.2627 6.5900e00361.6019
High Turnover (Sit
Down Restaurant)

10.9272 /

0.697482

51.2702 0.3580 8.8200e00362.8482
Hotel 1.26834 /

0.140927

6.1633 0.0416 1.0300e0037.5079
Quality
Restaurant

2.42827 /

0.154996

11.3934 0.0796 1.9600e00313.9663
Regional
Shopping Center

4.14806 /

2.54236

27.5250 0.1363 3.4200e00331.9490
Total 585.8052 3.0183 0.0755 683.7567
Mitigated

8.0 Waste Detail
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EXHIBIT E
1462
Total CO2 CH4 N2O CO2e
MT/yr
Mitigated 207.8079 12.2811 0.0000 514.8354
Unmitigated 207.8079 12.2811 0.0000 514.8354
Category/Year
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EXHIBIT E
1463

8.2 Waste by Land Use
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
Apartments Low
Rise

11.5 2.3344 0.1380 0.0000 5.7834
Apartments Mid
Rise
448.5 91.0415 5.3804 0.0000 225.5513
General Office
Building

41.85 8.4952 0.5021 0.0000 21.0464
High Turnover (Sit
Down Restaurant)
428.4 86.9613 5.1393 0.0000 215.4430
Hotel 27.38 5.5579 0.3285 0.0000 13.7694
Quality
Restaurant

7.3 1.4818 0.0876 0.0000 3.6712
Regional
Shopping Center

58.8 11.9359 0.7054 0.0000 29.5706
Total 207.8079 12.2811 0.0000 514.8354
Unmitigated
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EXHIBIT E
1464

8.2 Waste by Land Use
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
Apartments Low
Rise

11.5 2.3344 0.1380 0.0000 5.7834
Apartments Mid
Rise
448.5 91.0415 5.3804 0.0000 225.5513
General Office
Building

41.85 8.4952 0.5021 0.0000 21.0464
High Turnover (Sit
Down Restaurant)
428.4 86.9613 5.1393 0.0000 215.4430
Hotel 27.38 5.5579 0.3285 0.0000 13.7694
Quality
Restaurant

7.3 1.4818 0.0876 0.0000 3.6712
Regional
Shopping Center

58.8 11.9359 0.7054 0.0000 29.5706
Total 207.8079 12.2811 0.0000 514.8354
Mitigated

9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type

10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type CalEEMod Version: CalEEMod.2016.3.2 Page 43 of 44 Date: 1/6/2021 1:52 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1465

11.0 Vegetation
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment
Equipment Type Number
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EXHIBIT E
1466

1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population General Office Building 45.00 1000sqft 1.03 45,000.00 0 High Turnover (Sit Down Restaurant) 36.00 1000sqft 0.83 36,000.00 0 Hotel 50.00 Room 1.67 72,600.00 0
Quality Restaurant 8.00 1000sqft 0.18 8,000.00 0
Apartments Low Rise 25.00 Dwelling Unit 1.56 25,000.00 72 Apartments Mid Rise 975.00 Dwelling Unit 25.66 975,000.00 2789 Regional Shopping Center 56.00 1000sqft 1.29 56,000.00 0

1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
9 Wind Speed (m/s) 2.2 Precipitation Freq (Days) 33

1.3 User Entered Comments & Non-Default Data

1.0 Project Characteristics
Utility Company Southern California Edison
Operational Year 2028
CO2 Intensity
(lb/MWhr)
702.44 CH4 Intensity 0.029
(lb/MWhr)
N2O Intensity 0.006
(lb/MWhr)
Village South Specific Plan (Proposed)
Los Angeles-South Coast County, Summer
CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 35 Date: 1/6/2021 1:54 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Summer

EXHIBIT E
1467
Project Characteristics - Consistent with the DEIR's model.

Land Use - See SWAPE comment regarding residential and retail land uses.

Construction Phase - See SWAPE comment regarding individual construction phase lengths.

Demolition - Consistent with the DEIR's model. See SWAPE comment regarding demolition.

Vehicle Trips - Saturday trips consistent with the DEIR's model. See SWAPE comment regarding weekday and Sunday trips.

Woodstoves - Woodstoves and wood-burning fireplaces consistent with the DEIR's model. See SWAPE comment regarding gas fireplaces.

Energy Use -
Construction Off-road Equipment Mitigation - See SWAPE comment on construction-related mitigation.

Area Mitigation - See SWAPE comment regarding operational mitigation measures.

Water Mitigation - See SWAPE comment regarding operational mitigation measures.

Table Name Column Name Default Value New Value
tblFireplaces FireplaceWoodMass 1,019.20 0.00
tblFireplaces FireplaceWoodMass 1,019.20 0.00
tblFireplaces NumberWood 1.25 0.00
tblFireplaces NumberWood 48.75 0.00
tblVehicleTrips ST_TR 7.16 6.17
tblVehicleTrips ST_TR 6.39 3.87
tblVehicleTrips ST_TR 2.46 1.39
tblVehicleTrips ST_TR 158.37 79.82
tblVehicleTrips ST_TR 8.19 3.75
tblVehicleTrips ST_TR 94.36 63.99
tblVehicleTrips ST_TR 49.97 10.74
tblVehicleTrips SU_TR 6.07 6.16
tblVehicleTrips SU_TR 5.86 4.18
tblVehicleTrips SU_TR 1.05 0.69
tblVehicleTrips SU_TR 131.84 78.27
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1468

2.0 Emissions Summary
tblVehicleTrips SU_TR 5.95 3.20
tblVehicleTrips SU_TR 72.16 57.65
tblVehicleTrips SU_TR 25.24 6.39
tblVehicleTrips WD_TR 6.59 5.83
tblVehicleTrips WD_TR 6.65 4.13
tblVehicleTrips WD_TR 11.03 6.41
tblVehicleTrips WD_TR 127.15 65.80
tblVehicleTrips WD_TR 8.17 3.84
tblVehicleTrips WD_TR 89.95 62.64
tblVehicleTrips WD_TR 42.70 9.43
tblWoodstoves NumberCatalytic 1.25 0.00
tblWoodstoves NumberCatalytic 48.75 0.00
tblWoodstoves NumberNoncatalytic 1.25 0.00
tblWoodstoves NumberNoncatalytic 48.75 0.00
tblWoodstoves WoodstoveDayYear 25.00 0.00
tblWoodstoves WoodstoveDayYear 25.00 0.00
tblWoodstoves WoodstoveWoodMass 999.60 0.00
tblWoodstoves WoodstoveWoodMass 999.60 0.00
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EXHIBIT E
1469

2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2021 4.2769 46.4588 31.6840 0.0643 18.2675 2.0461 20.3135 9.9840 1.8824 11.8664 0.0000 6,234.797 4 6,234.797
4 1.9495 0.0000 6,283.535
2 2022 5.3304 38.8967 49.5629 0.1517 9.8688 1.6366 10.7727 3.6558 1.5057 5.1615 0.0000 15,251.56 74 15,251.56
74 1.9503 0.0000 15,278.52
88 2023 4.8957 26.3317 46.7567 0.1472 9.8688 0.7794 10.6482 2.6381 0.7322 3.3702 0.0000 14,807.52 69 14,807.52
69 1.0250 0.0000 14,833.15
21 2024 237.1630 9.5575 15.1043 0.0244 1.7884 0.4698 1.8628 0.4743 0.4322 0.5476 0.0000 2,361.398 9 2,361.398
9 0.7177 0.0000 2,379.342
1 Maximum 237.1630 46.4588 49.5629 0.1517 18.2675 2.0461 20.3135 9.9840 1.8824 11.8664 0.0000 15,251.56 74 15,251.56
74 1.9503 0.0000 15,278.52
88 Unmitigated Construction
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EXHIBIT E
1470

2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2021 4.2769 46.4588 31.6840 0.0643 18.2675 2.0461 20.3135 9.9840 1.8824 11.8664 0.0000 6,234.797 4 6,234.797
4 1.9495 0.0000 6,283.535
2 2022 5.3304 38.8967 49.5629 0.1517 9.8688 1.6366 10.7727 3.6558 1.5057 5.1615 0.0000 15,251.56 74 15,251.56
74 1.9503 0.0000 15,278.52
88 2023 4.8957 26.3317 46.7567 0.1472 9.8688 0.7794 10.6482 2.6381 0.7322 3.3702 0.0000 14,807.52 69 14,807.52
69 1.0250 0.0000 14,833.15
20 2024 237.1630 9.5575 15.1043 0.0244 1.7884 0.4698 1.8628 0.4743 0.4322 0.5476 0.0000 2,361.398 9 2,361.398
9 0.7177 0.0000 2,379.342
1 Maximum 237.1630 46.4588 49.5629 0.1517 18.2675 2.0461 20.3135 9.9840 1.8824 11.8664 0.0000 15,251.56 74 15,251.56
74 1.9503 0.0000 15,278.52
88 Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Page 5 of 35 Date: 1/6/2021 1:54 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Summer

EXHIBIT E
1471

2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Energy 0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Mobile 9.8489 45.4304 114.8495 0.4917 45.9592 0.3360 46.2951 12.2950 0.3119 12.6070 50,306.60 34 50,306.60
34 2.1807 50,361.12
08 Total 41.1168 67.2262 207.5497 0.6278 45.9592 2.4626 48.4217 12.2950 2.4385 14.7336 0.0000 76,811.18 16 76,811.18
16 2.8282 0.4832 77,025.87
86 Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Energy 0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Mobile 9.8489 45.4304 114.8495 0.4917 45.9592 0.3360 46.2951 12.2950 0.3119 12.6070 50,306.60 34 50,306.60
34 2.1807 50,361.12
08 Total 41.1168 67.2262 207.5497 0.6278 45.9592 2.4626 48.4217 12.2950 2.4385 14.7336 0.0000 76,811.18 16 76,811.18
16 2.8282 0.4832 77,025.87
86 Mitigated Operational
CalEEMod Version: CalEEMod.2016.3.2 Page 6 of 35 Date: 1/6/2021 1:54 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Summer

EXHIBIT E
1472

3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Demolition Demolition 9/1/2021 10/12/2021 5 30
2 Site Preparation Site Preparation 10/13/2021 11/9/2021 5 20 3 Grading Grading 11/10/2021 1/11/2022 5 45
4 Building Construction Building Construction 1/12/2022 12/12/2023 5 500 5 Paving Paving 12/13/2023 1/30/2024 5 35
6 Architectural Coating Architectural Coating 1/31/2024 3/19/2024 5 35 OffRoad Equipment
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Residential Indoor: 2,025,000; Residential Outdoor: 675,000; Non-Residential Indoor: 326,400; Non-Residential Outdoor: 108,800; Striped Parking Area: 0 (Architectural Coating ±sqft)
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 112.5
Acres of Paving: 0
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EXHIBIT E
1473
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73
Demolition Excavators 3 8.00 158 0.38
Demolition Rubber Tired Dozers 2 8.00 247 0.40
Site Preparation Rubber Tired Dozers 3 8.00 247 0.40
Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 Grading Excavators 2 8.00 158 0.38
Grading Graders 1 8.00 187 0.41
Grading Rubber Tired Dozers 1 8.00 247 0.40
Grading Scrapers 2 8.00 367 0.48
Grading Tractors/Loaders/Backhoes 2 8.00 97 0.37
Building Construction Cranes 1 7.00 231 0.29
Building Construction Forklifts 3 8.00 89 0.20
Building Construction Generator Sets 1 8.00 84 0.74
Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Building Construction Welders 1 8.00 46 0.45
Paving Pavers 2 8.00 130 0.42
Paving Paving Equipment 2 8.00 132 0.36
Paving Rollers 2 8.00 80 0.38
Architectural Coating Air Compressors 1 6.00 78 0.48
Trips and VMT
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EXHIBIT E
1474

3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 3.3074 0.0000 3.3074 0.5008 0.0000 0.5008 0.0000 0.0000 Off-Road 3.1651 31.4407 21.5650 0.0388 1.5513 1.5513 1.4411 1.4411 3,747.944 9 3,747.944
9 1.0549 3,774.317
4 Total 3.1651 31.4407 21.5650 0.0388 3.3074 1.5513 4.8588 0.5008 1.4411 1.9419 3,747.944 9 3,747.944
9 1.0549 3,774.317
4 Unmitigated Construction On-Site

3.1 Mitigation Measures Construction
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition 6 15.00 0.00 458.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Site Preparation 7 18.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Grading 8 20.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 801.00 143.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Paving 6 15.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 160.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2016.3.2 Page 9 of 35 Date: 1/6/2021 1:54 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Summer

EXHIBIT E
1475

3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.1273 4.0952 0.9602 0.0119 0.2669 0.0126 0.2795 0.0732 0.0120 0.0852 1,292.241 3 1,292.241
3 0.0877 1,294.433
7 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0643 0.0442 0.6042 1.7100e0030.1677 1.3500e0030.1690 0.0445 1.2500e0030.0457 170.8155 170.8155 5.0300e003170.9413 Total 0.1916 4.1394 1.5644 0.0136 0.4346 0.0139 0.4485 0.1176 0.0133 0.1309 1,463.056 8 1,463.056
8 0.0927 1,465.375
0 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 3.3074 0.0000 3.3074 0.5008 0.0000 0.5008 0.0000 0.0000 Off-Road 3.1651 31.4407 21.5650 0.0388 1.5513 1.5513 1.4411 1.4411 0.0000 3,747.944 9 3,747.944
9 1.0549 3,774.317
4 Total 3.1651 31.4407 21.5650 0.0388 3.3074 1.5513 4.8588 0.5008 1.4411 1.9419 0.0000 3,747.944 9 3,747.944
9 1.0549 3,774.317
4 Mitigated Construction On-Site
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EXHIBIT E
1476

3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.1273 4.0952 0.9602 0.0119 0.2669 0.0126 0.2795 0.0732 0.0120 0.0852 1,292.241 3 1,292.241
3 0.0877 1,294.433
7 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0643 0.0442 0.6042 1.7100e0030.1677 1.3500e0030.1690 0.0445 1.2500e0030.0457 170.8155 170.8155 5.0300e003170.9413 Total 0.1916 4.1394 1.5644 0.0136 0.4346 0.0139 0.4485 0.1176 0.0133 0.1309 1,463.056 8 1,463.056
8 0.0927 1,465.375
0 Mitigated Construction Off-Site

3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 18.0663 0.0000 18.0663 9.9307 0.0000 9.9307 0.0000 0.0000 Off-Road 3.8882 40.4971 21.1543 0.0380 2.0445 2.0445 1.8809 1.8809 3,685.656 9 3,685.656
9 1.1920 3,715.457
3 Total 3.8882 40.4971 21.1543 0.0380 18.0663 2.0445 20.1107 9.9307 1.8809 11.8116 3,685.656 9 3,685.656
9 1.1920 3,715.457
3 Unmitigated Construction On-Site
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EXHIBIT E
1477

3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0772 0.0530 0.7250 2.0600e0030.2012 1.6300e0030.2028 0.0534 1.5000e0030.0549 204.9786 204.9786 6.0400e003205.1296 Total 0.0772 0.0530 0.7250 2.0600e0030.2012 1.6300e0030.2028 0.0534 1.5000e0030.0549 204.9786 204.9786 6.0400e003205.1296 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 18.0663 0.0000 18.0663 9.9307 0.0000 9.9307 0.0000 0.0000 Off-Road 3.8882 40.4971 21.1543 0.0380 2.0445 2.0445 1.8809 1.8809 0.0000 3,685.656 9 3,685.656
9 1.1920 3,715.457
3 Total 3.8882 40.4971 21.1543 0.0380 18.0663 2.0445 20.1107 9.9307 1.8809 11.8116 0.0000 3,685.656 9 3,685.656
9 1.1920 3,715.457
3 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 12 of 35 Date: 1/6/2021 1:54 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Summer

EXHIBIT E
1478

3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0772 0.0530 0.7250 2.0600e0030.2012 1.6300e0030.2028 0.0534 1.5000e0030.0549 204.9786 204.9786 6.0400e003205.1296 Total 0.0772 0.0530 0.7250 2.0600e0030.2012 1.6300e0030.2028 0.0534 1.5000e0030.0549 204.9786 204.9786 6.0400e003205.1296 Mitigated Construction Off-Site

3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 4.1912 46.3998 30.8785 0.0620 1.9853 1.9853 1.8265 1.8265 6,007.043 4 6,007.043
4 1.9428 6,055.613
4 Total 4.1912 46.3998 30.8785 0.0620 8.6733 1.9853 10.6587 3.5965 1.8265 5.4230 6,007.043 4 6,007.043
4 1.9428 6,055.613
4 Unmitigated Construction On-Site
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EXHIBIT E
1479

3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0857 0.0589 0.8056 2.2900e0030.2236 1.8100e0030.2254 0.0593 1.6600e0030.0610 227.7540 227.7540 6.7100e003227.9217 Total 0.0857 0.0589 0.8056 2.2900e0030.2236 1.8100e0030.2254 0.0593 1.6600e0030.0610 227.7540 227.7540 6.7100e003227.9217 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 4.1912 46.3998 30.8785 0.0620 1.9853 1.9853 1.8265 1.8265 0.0000 6,007.043 4 6,007.043
4 1.9428 6,055.613
4 Total 4.1912 46.3998 30.8785 0.0620 8.6733 1.9853 10.6587 3.5965 1.8265 5.4230 0.0000 6,007.043 4 6,007.043
4 1.9428 6,055.613
4 Mitigated Construction On-Site
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EXHIBIT E
1480

3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0857 0.0589 0.8056 2.2900e0030.2236 1.8100e0030.2254 0.0593 1.6600e0030.0610 227.7540 227.7540 6.7100e003227.9217 Total 0.0857 0.0589 0.8056 2.2900e0030.2236 1.8100e0030.2254 0.0593 1.6600e0030.0610 227.7540 227.7540 6.7100e003227.9217 Mitigated Construction Off-Site

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 3.6248 38.8435 29.0415 0.0621 1.6349 1.6349 1.5041 1.5041 6,011.410 5 6,011.410
5 1.9442 6,060.015
8 Total 3.6248 38.8435 29.0415 0.0621 8.6733 1.6349 10.3082 3.5965 1.5041 5.1006 6,011.410 5 6,011.410
5 1.9442 6,060.015
8 Unmitigated Construction On-Site
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EXHIBIT E
1481

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0803 0.0532 0.7432 2.2100e0030.2236 1.7500e0030.2253 0.0593 1.6100e0030.0609 219.7425 219.7425 6.0600e003219.8941 Total 0.0803 0.0532 0.7432 2.2100e0030.2236 1.7500e0030.2253 0.0593 1.6100e0030.0609 219.7425 219.7425 6.0600e003219.8941 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 3.6248 38.8435 29.0415 0.0621 1.6349 1.6349 1.5041 1.5041 0.0000 6,011.410 5 6,011.410
5 1.9442 6,060.015
8 Total 3.6248 38.8435 29.0415 0.0621 8.6733 1.6349 10.3082 3.5965 1.5041 5.1006 0.0000 6,011.410 5 6,011.410
5 1.9442 6,060.015
8 Mitigated Construction On-Site
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EXHIBIT E
1482

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0803 0.0532 0.7432 2.2100e0030.2236 1.7500e0030.2253 0.0593 1.6100e0030.0609 219.7425 219.7425 6.0600e003219.8941 Total 0.0803 0.0532 0.7432 2.2100e0030.2236 1.7500e0030.2253 0.0593 1.6100e0030.0609 219.7425 219.7425 6.0600e003219.8941 Mitigated Construction Off-Site

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Total 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Unmitigated Construction On-Site
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1483

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.4079 13.2032 3.4341 0.0364 0.9155 0.0248 0.9404 0.2636 0.0237 0.2873 3,896.548 2 3,896.548
2 0.2236 3,902.138
4 Worker 3.2162 2.1318 29.7654 0.0883 8.9533 0.0701 9.0234 2.3745 0.0646 2.4390 8,800.685 7 8,800.685
7 0.2429 8,806.758
2 Total 3.6242 15.3350 33.1995 0.1247 9.8688 0.0949 9.9637 2.6381 0.0883 2.7263 12,697.23 39 12,697.23
39 0.4665 12,708.89
66 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 0.0000 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Total 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 0.0000 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Mitigated Construction On-Site
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EXHIBIT E
1484

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.4079 13.2032 3.4341 0.0364 0.9155 0.0248 0.9404 0.2636 0.0237 0.2873 3,896.548 2 3,896.548
2 0.2236 3,902.138
4 Worker 3.2162 2.1318 29.7654 0.0883 8.9533 0.0701 9.0234 2.3745 0.0646 2.4390 8,800.685 7 8,800.685
7 0.2429 8,806.758
2 Total 3.6242 15.3350 33.1995 0.1247 9.8688 0.0949 9.9637 2.6381 0.0883 2.7263 12,697.23 39 12,697.23
39 0.4665 12,708.89
66 Mitigated Construction Off-Site

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Total 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Unmitigated Construction On-Site
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EXHIBIT E
1485

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.3027 10.0181 3.1014 0.0352 0.9156 0.0116 0.9271 0.2636 0.0111 0.2747 3,773.876 2 3,773.876
2 0.1982 3,778.830
0 Worker 3.0203 1.9287 27.4113 0.0851 8.9533 0.0681 9.0214 2.3745 0.0627 2.4372 8,478.440 8 8,478.440
8 0.2190 8,483.916
0 Total 3.3229 11.9468 30.5127 0.1203 9.8688 0.0797 9.9485 2.6381 0.0738 2.7118 12,252.31 70 12,252.31
70 0.4172 12,262.74
60 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 0.0000 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Total 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 0.0000 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Mitigated Construction On-Site
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EXHIBIT E
1486

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.3027 10.0181 3.1014 0.0352 0.9156 0.0116 0.9271 0.2636 0.0111 0.2747 3,773.876 2 3,773.876
2 0.1982 3,778.830
0 Worker 3.0203 1.9287 27.4113 0.0851 8.9533 0.0681 9.0214 2.3745 0.0627 2.4372 8,478.440 8 8,478.440
8 0.2190 8,483.916
0 Total 3.3229 11.9468 30.5127 0.1203 9.8688 0.0797 9.9485 2.6381 0.0738 2.7118 12,252.31 70 12,252.31
70 0.4172 12,262.74
60 Mitigated Construction Off-Site

3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.0327 10.1917 14.5842 0.0228 0.5102 0.5102 0.4694 0.4694 2,207.584 1 2,207.584
1 0.7140 2,225.433
6 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0327 10.1917 14.5842 0.0228 0.5102 0.5102 0.4694 0.4694 2,207.584 1 2,207.584
1 0.7140 2,225.433
6 Unmitigated Construction On-Site
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EXHIBIT E
1487

3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0566 0.0361 0.5133 1.5900e0030.1677 1.2800e0030.1689 0.0445 1.1700e0030.0456 158.7723 158.7723 4.1000e003158.8748 Total 0.0566 0.0361 0.5133 1.5900e0030.1677 1.2800e0030.1689 0.0445 1.1700e0030.0456 158.7723 158.7723 4.1000e003158.8748 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.0327 10.1917 14.5842 0.0228 0.5102 0.5102 0.4694 0.4694 0.0000 2,207.584 1 2,207.584
1 0.7140 2,225.433
6 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0327 10.1917 14.5842 0.0228 0.5102 0.5102 0.4694 0.4694 0.0000 2,207.584 1 2,207.584
1 0.7140 2,225.433
6 Mitigated Construction On-Site
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EXHIBIT E
1488

3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0566 0.0361 0.5133 1.5900e0030.1677 1.2800e0030.1689 0.0445 1.1700e0030.0456 158.7723 158.7723 4.1000e003158.8748 Total 0.0566 0.0361 0.5133 1.5900e0030.1677 1.2800e0030.1689 0.0445 1.1700e0030.0456 158.7723 158.7723 4.1000e003158.8748 Mitigated Construction Off-Site

3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 2,207.547 2 2,207.547
2 0.7140 2,225.396
3 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 2,207.547 2 2,207.547
2 0.7140 2,225.396
3 Unmitigated Construction On-Site
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EXHIBIT E
1489

3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0535 0.0329 0.4785 1.5400e0030.1677 1.2600e0030.1689 0.0445 1.1600e0030.0456 153.8517 153.8517 3.7600e003153.9458 Total 0.0535 0.0329 0.4785 1.5400e0030.1677 1.2600e0030.1689 0.0445 1.1600e0030.0456 153.8517 153.8517 3.7600e003153.9458 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 0.0000 2,207.547 2 2,207.547
2 0.7140 2,225.396
3 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 0.0000 2,207.547 2 2,207.547
2 0.7140 2,225.396
3 Mitigated Construction On-Site
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EXHIBIT E
1490

3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0535 0.0329 0.4785 1.5400e0030.1677 1.2600e0030.1689 0.0445 1.1600e0030.0456 153.8517 153.8517 3.7600e003153.9458 Total 0.0535 0.0329 0.4785 1.5400e0030.1677 1.2600e0030.1689 0.0445 1.1600e0030.0456 153.8517 153.8517 3.7600e003153.9458 Mitigated Construction Off-Site

3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 236.4115 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1808 1.2188 1.8101 2.9700e0030.0609 0.0609 0.0609 0.0609 281.4481 281.4481 0.0159 281.8443 Total 236.5923 1.2188 1.8101 2.9700e0030.0609 0.0609 0.0609 0.0609 281.4481 281.4481 0.0159 281.8443 Unmitigated Construction On-Site
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EXHIBIT E
1491

3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.5707 0.3513 5.1044 0.0165 1.7884 0.0134 1.8018 0.4743 0.0123 0.4866 1,641.085 2 1,641.085
2 0.0401 1,642.088
6 Total 0.5707 0.3513 5.1044 0.0165 1.7884 0.0134 1.8018 0.4743 0.0123 0.4866 1,641.085 2 1,641.085
2 0.0401 1,642.088
6 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 236.4115 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1808 1.2188 1.8101 2.9700e0030.0609 0.0609 0.0609 0.0609 0.0000 281.4481 281.4481 0.0159 281.8443 Total 236.5923 1.2188 1.8101 2.9700e0030.0609 0.0609 0.0609 0.0609 0.0000 281.4481 281.4481 0.0159 281.8443 Mitigated Construction On-Site
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EXHIBIT E
1492

4.0 Operational Detail - Mobile

4.1 Mitigation Measures Mobile

3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.5707 0.3513 5.1044 0.0165 1.7884 0.0134 1.8018 0.4743 0.0123 0.4866 1,641.085 2 1,641.085
2 0.0401 1,642.088
6 Total 0.5707 0.3513 5.1044 0.0165 1.7884 0.0134 1.8018 0.4743 0.0123 0.4866 1,641.085 2 1,641.085
2 0.0401 1,642.088
6 Mitigated Construction Off-Site
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EXHIBIT E
1493
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 9.8489 45.4304 114.8495 0.4917 45.9592 0.3360 46.2951 12.2950 0.3119 12.6070 50,306.60 34 50,306.60
34 2.1807 50,361.12
08 Unmitigated 9.8489 45.4304 114.8495 0.4917 45.9592 0.3360 46.2951 12.2950 0.3119 12.6070 50,306.60 34 50,306.60
34 2.1807 50,361.12
08 4.2 Trip Summary Information

4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Apartments Low Rise 145.75 154.25 154.00 506,227 506,227 Apartments Mid Rise 4,026.75 3,773.25 4075.50 13,660,065 13,660,065 General Office Building 288.45 62.55 31.05 706,812 706,812 High Turnover (Sit Down Restaurant) 2,368.80 2,873.52 2817.72 3,413,937 3,413,937 Hotel 192.00 187.50 160.00 445,703 445,703
Quality Restaurant 501.12 511.92 461.20 707,488 707,488 Regional Shopping Center 528.08 601.44 357.84 1,112,221 1,112,221 Total 8,050.95 8,164.43 8,057.31 20,552,452 20,552,452
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EXHIBIT E
1494
Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Apartments Low Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 Apartments Mid Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 General Office Building 16.60 8.40 6.90 33.00 48.00 19.00 77 19 4 High Turnover (Sit Down
Restaurant)

16.60 8.40 6.90 8.50 72.50 19.00 37 20 43
Hotel 16.60 8.40 6.90 19.40 61.60 19.00 58 38 4
Quality Restaurant 16.60 8.40 6.90 12.00 69.00 19.00 38 18 44 Regional Shopping Center 16.60 8.40 6.90 16.30 64.70 19.00 54 35 11

5.0 Energy Detail

5.1 Mitigation Measures Energy

4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Apartments Low Rise 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Apartments Mid Rise 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 General Office Building 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 High Turnover (Sit Down
Restaurant)

0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Hotel 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Quality Restaurant 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Regional Shopping Center 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Historical Energy Use: N
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EXHIBIT E
1495
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
NaturalGas
Mitigated

0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 NaturalGas
Unmitigated

0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 CalEEMod Version: CalEEMod.2016.3.2 Page 30 of 35 Date: 1/6/2021 1:54 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Summer

EXHIBIT E
1496

5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Apartments Low
Rise
1119.16 0.0121 0.1031 0.0439 6.6000e0048.3400e0038.3400e0038.3400e0038.3400e003131.6662 131.6662 2.5200e0032.4100e003132.4486 Apartments Mid
Rise
35784.3 0.3859 3.2978 1.4033 0.0211 0.2666 0.2666 0.2666 0.2666 4,209.916 4 4,209.916
4 0.0807 0.0772 4,234.933
9 General Office
Building
1283.42 0.0138 0.1258 0.1057 7.5000e0049.5600e0039.5600e0039.5600e0039.5600e003150.9911 150.9911 2.8900e0032.7700e003151.8884 High Turnover (Sit
Down Restaurant)
22759.9 0.2455 2.2314 1.8743 0.0134 0.1696 0.1696 0.1696 0.1696 2,677.634 2 2,677.634
2 0.0513 0.0491 2,693.546
0 Hotel 4769.72 0.0514 0.4676 0.3928 2.8100e0030.0355 0.0355 0.0355 0.0355 561.1436 561.1436 0.0108 0.0103 564.4782 Quality
Restaurant
5057.75 0.0545 0.4959 0.4165 2.9800e0030.0377 0.0377 0.0377 0.0377 595.0298 595.0298 0.0114 0.0109 598.5658 Regional
Shopping Center
251.616 2.7100e0030.0247 0.0207 1.5000e0041.8700e0031.8700e0031.8700e0031.8700e00329.6019 29.6019 5.7000e0045.4000e00429.7778 Total 0.7660 6.7463 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Unmitigated
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EXHIBIT E
1497

6.1 Mitigation Measures Area

6.0 Area Detail

5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Apartments Low
Rise

1.11916 0.0121 0.1031 0.0439 6.6000e0048.3400e0038.3400e0038.3400e0038.3400e003131.6662 131.6662 2.5200e0032.4100e003132.4486 Apartments Mid
Rise

35.7843 0.3859 3.2978 1.4033 0.0211 0.2666 0.2666 0.2666 0.2666 4,209.916 4 4,209.916
4 0.0807 0.0772 4,234.933
9 General Office
Building

1.28342 0.0138 0.1258 0.1057 7.5000e0049.5600e0039.5600e0039.5600e0039.5600e003150.9911 150.9911 2.8900e0032.7700e003151.8884 High Turnover (Sit
Down Restaurant)

22.7599 0.2455 2.2314 1.8743 0.0134 0.1696 0.1696 0.1696 0.1696 2,677.634 2 2,677.634
2 0.0513 0.0491 2,693.546
0 Hotel 4.76972 0.0514 0.4676 0.3928 2.8100e0030.0355 0.0355 0.0355 0.0355 561.1436 561.1436 0.0108 0.0103 564.4782 Quality
Restaurant

5.05775 0.0545 0.4959 0.4165 2.9800e0030.0377 0.0377 0.0377 0.0377 595.0298 595.0298 0.0114 0.0109 598.5658 Regional
Shopping Center

0.251616 2.7100e0030.0247 0.0207 1.5000e0041.8700e0031.8700e0031.8700e0031.8700e00329.6019 29.6019 5.7000e0045.4000e00429.7778 Total 0.7660 6.7463 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Mitigated
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EXHIBIT E
1498
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Unmitigated 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating

2.2670 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products

24.1085 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 1.6500 14.1000 6.0000 0.0900 1.1400 1.1400 1.1400 1.1400 0.0000 18,000.00 00 18,000.00
00 0.3450 0.3300 18,106.96
50 Landscaping 2.4766 0.9496 82.4430 4.3600e0030.4574 0.4574 0.4574 0.4574 148.5950 148.5950 0.1424 152.1542 Total 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Unmitigated
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EXHIBIT E
1499

8.1 Mitigation Measures Waste

7.1 Mitigation Measures Water

7.0 Water Detail

8.0 Waste Detail

6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating

2.2670 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products

24.1085 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 1.6500 14.1000 6.0000 0.0900 1.1400 1.1400 1.1400 1.1400 0.0000 18,000.00 00 18,000.00
00 0.3450 0.3300 18,106.96
50 Landscaping 2.4766 0.9496 82.4430 4.3600e0030.4574 0.4574 0.4574 0.4574 148.5950 148.5950 0.1424 152.1542 Total 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Mitigated

9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type

10.0 Stationary Equipment
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EXHIBIT E
1500

11.0 Vegetation
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment
Equipment Type Number
CalEEMod Version: CalEEMod.2016.3.2 Page 35 of 35 Date: 1/6/2021 1:54 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Summer

EXHIBIT E
1501

1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population General Office Building 45.00 1000sqft 1.03 45,000.00 0 High Turnover (Sit Down Restaurant) 36.00 1000sqft 0.83 36,000.00 0 Hotel 50.00 Room 1.67 72,600.00 0
Quality Restaurant 8.00 1000sqft 0.18 8,000.00 0
Apartments Low Rise 25.00 Dwelling Unit 1.56 25,000.00 72 Apartments Mid Rise 975.00 Dwelling Unit 25.66 975,000.00 2789 Regional Shopping Center 56.00 1000sqft 1.29 56,000.00 0

1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
9 Wind Speed (m/s) 2.2 Precipitation Freq (Days) 33

1.3 User Entered Comments & Non-Default Data

1.0 Project Characteristics
Utility Company Southern California Edison
Operational Year 2028
CO2 Intensity
(lb/MWhr)
702.44 CH4 Intensity 0.029
(lb/MWhr)
N2O Intensity 0.006
(lb/MWhr)
Village South Specific Plan (Proposed)
Los Angeles-South Coast County, Winter
CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 35 Date: 1/6/2021 1:49 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Winter

EXHIBIT E
1502
Project Characteristics - Consistent with the DEIR's model.

Land Use - See SWAPE comment regarding residential and retail land uses.

Construction Phase - See SWAPE comment regarding individual construction phase lengths.

Demolition - Consistent with the DEIR's model. See SWAPE comment regarding demolition.

Vehicle Trips - Saturday trips consistent with the DEIR's model. See SWAPE comment regarding weekday and Sunday trips.

Woodstoves - Woodstoves and wood-burning fireplaces consistent with the DEIR's model. See SWAPE comment regarding gas fireplaces.

Energy Use -
Construction Off-road Equipment Mitigation - See SWAPE comment on construction-related mitigation.

Area Mitigation - See SWAPE comment regarding operational mitigation measures.

Water Mitigation - See SWAPE comment regarding operational mitigation measures.

Table Name Column Name Default Value New Value
tblFireplaces FireplaceWoodMass 1,019.20 0.00
tblFireplaces FireplaceWoodMass 1,019.20 0.00
tblFireplaces NumberWood 1.25 0.00
tblFireplaces NumberWood 48.75 0.00
tblVehicleTrips ST_TR 7.16 6.17
tblVehicleTrips ST_TR 6.39 3.87
tblVehicleTrips ST_TR 2.46 1.39
tblVehicleTrips ST_TR 158.37 79.82
tblVehicleTrips ST_TR 8.19 3.75
tblVehicleTrips ST_TR 94.36 63.99
tblVehicleTrips ST_TR 49.97 10.74
tblVehicleTrips SU_TR 6.07 6.16
tblVehicleTrips SU_TR 5.86 4.18
tblVehicleTrips SU_TR 1.05 0.69
tblVehicleTrips SU_TR 131.84 78.27
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EXHIBIT E
1503

2.0 Emissions Summary
tblVehicleTrips SU_TR 5.95 3.20
tblVehicleTrips SU_TR 72.16 57.65
tblVehicleTrips SU_TR 25.24 6.39
tblVehicleTrips WD_TR 6.59 5.83
tblVehicleTrips WD_TR 6.65 4.13
tblVehicleTrips WD_TR 11.03 6.41
tblVehicleTrips WD_TR 127.15 65.80
tblVehicleTrips WD_TR 8.17 3.84
tblVehicleTrips WD_TR 89.95 62.64
tblVehicleTrips WD_TR 42.70 9.43
tblWoodstoves NumberCatalytic 1.25 0.00
tblWoodstoves NumberCatalytic 48.75 0.00
tblWoodstoves NumberNoncatalytic 1.25 0.00
tblWoodstoves NumberNoncatalytic 48.75 0.00
tblWoodstoves WoodstoveDayYear 25.00 0.00
tblWoodstoves WoodstoveDayYear 25.00 0.00
tblWoodstoves WoodstoveWoodMass 999.60 0.00
tblWoodstoves WoodstoveWoodMass 999.60 0.00
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EXHIBIT E
1504

2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2021 4.2865 46.4651 31.6150 0.0642 18.2675 2.0461 20.3135 9.9840 1.8824 11.8664 0.0000 6,221.493 7 6,221.493
7 1.9491 0.0000 6,270.221
4 2022 5.7218 38.9024 47.3319 0.1455 9.8688 1.6366 10.7736 3.6558 1.5057 5.1615 0.0000 14,630.30 99 14,630.30
99 1.9499 0.0000 14,657.26
63 2023 5.2705 26.4914 44.5936 0.1413 9.8688 0.7800 10.6488 2.6381 0.7328 3.3708 0.0000 14,210.34 24 14,210.34
24 1.0230 0.0000 14,235.91
60 2024 237.2328 9.5610 15.0611 0.0243 1.7884 0.4698 1.8628 0.4743 0.4322 0.5476 0.0000 2,352.417 8 2,352.417
8 0.7175 0.0000 2,370.355
0 Maximum 237.2328 46.4651 47.3319 0.1455 18.2675 2.0461 20.3135 9.9840 1.8824 11.8664 0.0000 14,630.30 99 14,630.30
99 1.9499 0.0000 14,657.26
63 Unmitigated Construction
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EXHIBIT E
1505

2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2021 4.2865 46.4651 31.6150 0.0642 18.2675 2.0461 20.3135 9.9840 1.8824 11.8664 0.0000 6,221.493 7 6,221.493
7 1.9491 0.0000 6,270.221
4 2022 5.7218 38.9024 47.3319 0.1455 9.8688 1.6366 10.7736 3.6558 1.5057 5.1615 0.0000 14,630.30 99 14,630.30
99 1.9499 0.0000 14,657.26
63 2023 5.2705 26.4914 44.5936 0.1413 9.8688 0.7800 10.6488 2.6381 0.7328 3.3708 0.0000 14,210.34 24 14,210.34
24 1.0230 0.0000 14,235.91
60 2024 237.2328 9.5610 15.0611 0.0243 1.7884 0.4698 1.8628 0.4743 0.4322 0.5476 0.0000 2,352.417 8 2,352.417
8 0.7175 0.0000 2,370.355
0 Maximum 237.2328 46.4651 47.3319 0.1455 18.2675 2.0461 20.3135 9.9840 1.8824 11.8664 0.0000 14,630.30 99 14,630.30
99 1.9499 0.0000 14,657.26
63 Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Page 5 of 35 Date: 1/6/2021 1:49 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Winter

EXHIBIT E
1506

2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Energy 0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Mobile 9.5233 45.9914 110.0422 0.4681 45.9592 0.3373 46.2965 12.2950 0.3132 12.6083 47,917.80 05 47,917.80
05 2.1953 47,972.68
39 Total 40.7912 67.7872 202.7424 0.6043 45.9592 2.4640 48.4231 12.2950 2.4399 14.7349 0.0000 74,422.37 87 74,422.37
87 2.8429 0.4832 74,637.44
17 Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Energy 0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Mobile 9.5233 45.9914 110.0422 0.4681 45.9592 0.3373 46.2965 12.2950 0.3132 12.6083 47,917.80 05 47,917.80
05 2.1953 47,972.68
39 Total 40.7912 67.7872 202.7424 0.6043 45.9592 2.4640 48.4231 12.2950 2.4399 14.7349 0.0000 74,422.37 87 74,422.37
87 2.8429 0.4832 74,637.44
17 Mitigated Operational
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EXHIBIT E
1507

3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Demolition Demolition 9/1/2021 10/12/2021 5 30
2 Site Preparation Site Preparation 10/13/2021 11/9/2021 5 20 3 Grading Grading 11/10/2021 1/11/2022 5 45
4 Building Construction Building Construction 1/12/2022 12/12/2023 5 500 5 Paving Paving 12/13/2023 1/30/2024 5 35
6 Architectural Coating Architectural Coating 1/31/2024 3/19/2024 5 35 OffRoad Equipment
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Residential Indoor: 2,025,000; Residential Outdoor: 675,000; Non-Residential Indoor: 326,400; Non-Residential Outdoor: 108,800; Striped Parking Area: 0 (Architectural Coating ±sqft)
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 112.5
Acres of Paving: 0
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EXHIBIT E
1508
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73
Demolition Excavators 3 8.00 158 0.38
Demolition Rubber Tired Dozers 2 8.00 247 0.40
Site Preparation Rubber Tired Dozers 3 8.00 247 0.40
Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 Grading Excavators 2 8.00 158 0.38
Grading Graders 1 8.00 187 0.41
Grading Rubber Tired Dozers 1 8.00 247 0.40
Grading Scrapers 2 8.00 367 0.48
Grading Tractors/Loaders/Backhoes 2 8.00 97 0.37
Building Construction Cranes 1 7.00 231 0.29
Building Construction Forklifts 3 8.00 89 0.20
Building Construction Generator Sets 1 8.00 84 0.74
Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Building Construction Welders 1 8.00 46 0.45
Paving Pavers 2 8.00 130 0.42
Paving Paving Equipment 2 8.00 132 0.36
Paving Rollers 2 8.00 80 0.38
Architectural Coating Air Compressors 1 6.00 78 0.48
Trips and VMT
CalEEMod Version: CalEEMod.2016.3.2 Page 8 of 35 Date: 1/6/2021 1:49 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Winter

EXHIBIT E
1509

3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 3.3074 0.0000 3.3074 0.5008 0.0000 0.5008 0.0000 0.0000 Off-Road 3.1651 31.4407 21.5650 0.0388 1.5513 1.5513 1.4411 1.4411 3,747.944 9 3,747.944
9 1.0549 3,774.317
4 Total 3.1651 31.4407 21.5650 0.0388 3.3074 1.5513 4.8588 0.5008 1.4411 1.9419 3,747.944 9 3,747.944
9 1.0549 3,774.317
4 Unmitigated Construction On-Site

3.1 Mitigation Measures Construction
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition 6 15.00 0.00 458.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Site Preparation 7 18.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Grading 8 20.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 801.00 143.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Paving 6 15.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 160.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2016.3.2 Page 9 of 35 Date: 1/6/2021 1:49 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Winter

EXHIBIT E
1510

3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.1304 4.1454 1.0182 0.0117 0.2669 0.0128 0.2797 0.0732 0.0122 0.0854 1,269.855 5 1,269.855
5 0.0908 1,272.125
2 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0715 0.0489 0.5524 1.6100e0030.1677 1.3500e0030.1690 0.0445 1.2500e0030.0457 160.8377 160.8377 4.7300e003160.9560 Total 0.2019 4.1943 1.5706 0.0133 0.4346 0.0141 0.4487 0.1176 0.0135 0.1311 1,430.693 2 1,430.693
2 0.0955 1,433.081
2 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 3.3074 0.0000 3.3074 0.5008 0.0000 0.5008 0.0000 0.0000 Off-Road 3.1651 31.4407 21.5650 0.0388 1.5513 1.5513 1.4411 1.4411 0.0000 3,747.944 9 3,747.944
9 1.0549 3,774.317
4 Total 3.1651 31.4407 21.5650 0.0388 3.3074 1.5513 4.8588 0.5008 1.4411 1.9419 0.0000 3,747.944 9 3,747.944
9 1.0549 3,774.317
4 Mitigated Construction On-Site
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EXHIBIT E
1511

3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.1304 4.1454 1.0182 0.0117 0.2669 0.0128 0.2797 0.0732 0.0122 0.0854 1,269.855 5 1,269.855
5 0.0908 1,272.125
2 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0715 0.0489 0.5524 1.6100e0030.1677 1.3500e0030.1690 0.0445 1.2500e0030.0457 160.8377 160.8377 4.7300e003160.9560 Total 0.2019 4.1943 1.5706 0.0133 0.4346 0.0141 0.4487 0.1176 0.0135 0.1311 1,430.693 2 1,430.693
2 0.0955 1,433.081
2 Mitigated Construction Off-Site

3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 18.0663 0.0000 18.0663 9.9307 0.0000 9.9307 0.0000 0.0000 Off-Road 3.8882 40.4971 21.1543 0.0380 2.0445 2.0445 1.8809 1.8809 3,685.656 9 3,685.656
9 1.1920 3,715.457
3 Total 3.8882 40.4971 21.1543 0.0380 18.0663 2.0445 20.1107 9.9307 1.8809 11.8116 3,685.656 9 3,685.656
9 1.1920 3,715.457
3 Unmitigated Construction On-Site
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EXHIBIT E
1512

3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0858 0.0587 0.6629 1.9400e0030.2012 1.6300e0030.2028 0.0534 1.5000e0030.0549 193.0052 193.0052 5.6800e003193.1472 Total 0.0858 0.0587 0.6629 1.9400e0030.2012 1.6300e0030.2028 0.0534 1.5000e0030.0549 193.0052 193.0052 5.6800e003193.1472 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 18.0663 0.0000 18.0663 9.9307 0.0000 9.9307 0.0000 0.0000 Off-Road 3.8882 40.4971 21.1543 0.0380 2.0445 2.0445 1.8809 1.8809 0.0000 3,685.656 9 3,685.656
9 1.1920 3,715.457
3 Total 3.8882 40.4971 21.1543 0.0380 18.0663 2.0445 20.1107 9.9307 1.8809 11.8116 0.0000 3,685.656 9 3,685.656
9 1.1920 3,715.457
3 Mitigated Construction On-Site
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EXHIBIT E
1513

3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0858 0.0587 0.6629 1.9400e0030.2012 1.6300e0030.2028 0.0534 1.5000e0030.0549 193.0052 193.0052 5.6800e003193.1472 Total 0.0858 0.0587 0.6629 1.9400e0030.2012 1.6300e0030.2028 0.0534 1.5000e0030.0549 193.0052 193.0052 5.6800e003193.1472 Mitigated Construction Off-Site

3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 4.1912 46.3998 30.8785 0.0620 1.9853 1.9853 1.8265 1.8265 6,007.043 4 6,007.043
4 1.9428 6,055.613
4 Total 4.1912 46.3998 30.8785 0.0620 8.6733 1.9853 10.6587 3.5965 1.8265 5.4230 6,007.043 4 6,007.043
4 1.9428 6,055.613
4 Unmitigated Construction On-Site
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EXHIBIT E
1514

3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0954 0.0652 0.7365 2.1500e0030.2236 1.8100e0030.2254 0.0593 1.6600e0030.0610 214.4502 214.4502 6.3100e003214.6080 Total 0.0954 0.0652 0.7365 2.1500e0030.2236 1.8100e0030.2254 0.0593 1.6600e0030.0610 214.4502 214.4502 6.3100e003214.6080 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 4.1912 46.3998 30.8785 0.0620 1.9853 1.9853 1.8265 1.8265 0.0000 6,007.043 4 6,007.043
4 1.9428 6,055.613
4 Total 4.1912 46.3998 30.8785 0.0620 8.6733 1.9853 10.6587 3.5965 1.8265 5.4230 0.0000 6,007.043 4 6,007.043
4 1.9428 6,055.613
4 Mitigated Construction On-Site
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EXHIBIT E
1515

3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0954 0.0652 0.7365 2.1500e0030.2236 1.8100e0030.2254 0.0593 1.6600e0030.0610 214.4502 214.4502 6.3100e003214.6080 Total 0.0954 0.0652 0.7365 2.1500e0030.2236 1.8100e0030.2254 0.0593 1.6600e0030.0610 214.4502 214.4502 6.3100e003214.6080 Mitigated Construction Off-Site

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 3.6248 38.8435 29.0415 0.0621 1.6349 1.6349 1.5041 1.5041 6,011.410 5 6,011.410
5 1.9442 6,060.015
8 Total 3.6248 38.8435 29.0415 0.0621 8.6733 1.6349 10.3082 3.5965 1.5041 5.1006 6,011.410 5 6,011.410
5 1.9442 6,060.015
8 Unmitigated Construction On-Site
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EXHIBIT E
1516

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0896 0.0589 0.6784 2.0800e0030.2236 1.7500e0030.2253 0.0593 1.6100e0030.0609 206.9139 206.9139 5.7000e003207.0563 Total 0.0896 0.0589 0.6784 2.0800e0030.2236 1.7500e0030.2253 0.0593 1.6100e0030.0609 206.9139 206.9139 5.7000e003207.0563 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 8.6733 0.0000 8.6733 3.5965 0.0000 3.5965 0.0000 0.0000 Off-Road 3.6248 38.8435 29.0415 0.0621 1.6349 1.6349 1.5041 1.5041 0.0000 6,011.410 5 6,011.410
5 1.9442 6,060.015
8 Total 3.6248 38.8435 29.0415 0.0621 8.6733 1.6349 10.3082 3.5965 1.5041 5.1006 0.0000 6,011.410 5 6,011.410
5 1.9442 6,060.015
8 Mitigated Construction On-Site
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EXHIBIT E
1517

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0896 0.0589 0.6784 2.0800e0030.2236 1.7500e0030.2253 0.0593 1.6100e0030.0609 206.9139 206.9139 5.7000e003207.0563 Total 0.0896 0.0589 0.6784 2.0800e0030.2236 1.7500e0030.2253 0.0593 1.6100e0030.0609 206.9139 206.9139 5.7000e003207.0563 Mitigated Construction Off-Site

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Total 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Unmitigated Construction On-Site
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EXHIBIT E
1518

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.4284 13.1673 3.8005 0.0354 0.9155 0.0256 0.9412 0.2636 0.0245 0.2881 3,789.075 0 3,789.075
0 0.2381 3,795.028
3 Worker 3.5872 2.3593 27.1680 0.0832 8.9533 0.0701 9.0234 2.3745 0.0646 2.4390 8,286.901 3 8,286.901
3 0.2282 8,292.605
8 Total 4.0156 15.5266 30.9685 0.1186 9.8688 0.0957 9.9645 2.6381 0.0891 2.7271 12,075.97 63 12,075.97
63 0.4663 12,087.63
41 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 0.0000 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Total 1.7062 15.6156 16.3634 0.0269 0.8090 0.8090 0.7612 0.7612 0.0000 2,554.333 6 2,554.333
6 0.6120 2,569.632
2 Mitigated Construction On-Site
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EXHIBIT E
1519

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.4284 13.1673 3.8005 0.0354 0.9155 0.0256 0.9412 0.2636 0.0245 0.2881 3,789.075 0 3,789.075
0 0.2381 3,795.028
3 Worker 3.5872 2.3593 27.1680 0.0832 8.9533 0.0701 9.0234 2.3745 0.0646 2.4390 8,286.901 3 8,286.901
3 0.2282 8,292.605
8 Total 4.0156 15.5266 30.9685 0.1186 9.8688 0.0957 9.9645 2.6381 0.0891 2.7271 12,075.97 63 12,075.97
63 0.4663 12,087.63
41 Mitigated Construction Off-Site

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Total 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Unmitigated Construction On-Site
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EXHIBIT E
1520

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.3183 9.9726 3.3771 0.0343 0.9156 0.0122 0.9277 0.2636 0.0116 0.2752 3,671.400 7 3,671.400
7 0.2096 3,676.641
7 Worker 3.3795 2.1338 24.9725 0.0801 8.9533 0.0681 9.0214 2.3745 0.0627 2.4372 7,983.731 8 7,983.731
8 0.2055 7,988.868
3 Total 3.6978 12.1065 28.3496 0.1144 9.8688 0.0803 9.9491 2.6381 0.0743 2.7124 11,655.13 25 11,655.13
25 0.4151 11,665.50
99 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 0.0000 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Total 1.5728 14.3849 16.2440 0.0269 0.6997 0.6997 0.6584 0.6584 0.0000 2,555.209 9 2,555.209
9 0.6079 2,570.406
1 Mitigated Construction On-Site
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EXHIBIT E
1521

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.3183 9.9726 3.3771 0.0343 0.9156 0.0122 0.9277 0.2636 0.0116 0.2752 3,671.400 7 3,671.400
7 0.2096 3,676.641
7 Worker 3.3795 2.1338 24.9725 0.0801 8.9533 0.0681 9.0214 2.3745 0.0627 2.4372 7,983.731 8 7,983.731
8 0.2055 7,988.868
3 Total 3.6978 12.1065 28.3496 0.1144 9.8688 0.0803 9.9491 2.6381 0.0743 2.7124 11,655.13 25 11,655.13
25 0.4151 11,665.50
99 Mitigated Construction Off-Site

3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.0327 10.1917 14.5842 0.0228 0.5102 0.5102 0.4694 0.4694 2,207.584 1 2,207.584
1 0.7140 2,225.433
6 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0327 10.1917 14.5842 0.0228 0.5102 0.5102 0.4694 0.4694 2,207.584 1 2,207.584
1 0.7140 2,225.433
6 Unmitigated Construction On-Site
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EXHIBIT E
1522

3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0633 0.0400 0.4677 1.5000e0030.1677 1.2800e0030.1689 0.0445 1.1700e0030.0456 149.5081 149.5081 3.8500e003149.6043 Total 0.0633 0.0400 0.4677 1.5000e0030.1677 1.2800e0030.1689 0.0445 1.1700e0030.0456 149.5081 149.5081 3.8500e003149.6043 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 1.0327 10.1917 14.5842 0.0228 0.5102 0.5102 0.4694 0.4694 0.0000 2,207.584 1 2,207.584
1 0.7140 2,225.433
6 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 1.0327 10.1917 14.5842 0.0228 0.5102 0.5102 0.4694 0.4694 0.0000 2,207.584 1 2,207.584
1 0.7140 2,225.433
6 Mitigated Construction On-Site
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EXHIBIT E
1523

3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0633 0.0400 0.4677 1.5000e0030.1677 1.2800e0030.1689 0.0445 1.1700e0030.0456 149.5081 149.5081 3.8500e003149.6043 Total 0.0633 0.0400 0.4677 1.5000e0030.1677 1.2800e0030.1689 0.0445 1.1700e0030.0456 149.5081 149.5081 3.8500e003149.6043 Mitigated Construction Off-Site

3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 2,207.547 2 2,207.547
2 0.7140 2,225.396
3 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 2,207.547 2 2,207.547
2 0.7140 2,225.396
3 Unmitigated Construction On-Site
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EXHIBIT E
1524

3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0601 0.0364 0.4354 1.4500e0030.1677 1.2600e0030.1689 0.0445 1.1600e0030.0456 144.8706 144.8706 3.5300e003144.9587 Total 0.0601 0.0364 0.4354 1.4500e0030.1677 1.2600e0030.1689 0.0445 1.1600e0030.0456 144.8706 144.8706 3.5300e003144.9587 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 0.0000 2,207.547 2 2,207.547
2 0.7140 2,225.396
3 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.9882 9.5246 14.6258 0.0228 0.4685 0.4685 0.4310 0.4310 0.0000 2,207.547 2 2,207.547
2 0.7140 2,225.396
3 Mitigated Construction On-Site
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EXHIBIT E
1525

3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.0601 0.0364 0.4354 1.4500e0030.1677 1.2600e0030.1689 0.0445 1.1600e0030.0456 144.8706 144.8706 3.5300e003144.9587 Total 0.0601 0.0364 0.4354 1.4500e0030.1677 1.2600e0030.1689 0.0445 1.1600e0030.0456 144.8706 144.8706 3.5300e003144.9587 Mitigated Construction Off-Site

3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 236.4115 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1808 1.2188 1.8101 2.9700e0030.0609 0.0609 0.0609 0.0609 281.4481 281.4481 0.0159 281.8443 Total 236.5923 1.2188 1.8101 2.9700e0030.0609 0.0609 0.0609 0.0609 281.4481 281.4481 0.0159 281.8443 Unmitigated Construction On-Site
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EXHIBIT E
1526

3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.6406 0.3886 4.6439 0.0155 1.7884 0.0134 1.8018 0.4743 0.0123 0.4866 1,545.286 0 1,545.286
0 0.0376 1,546.226
2 Total 0.6406 0.3886 4.6439 0.0155 1.7884 0.0134 1.8018 0.4743 0.0123 0.4866 1,545.286 0 1,545.286
0 0.0376 1,546.226
2 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 236.4115 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.1808 1.2188 1.8101 2.9700e0030.0609 0.0609 0.0609 0.0609 0.0000 281.4481 281.4481 0.0159 281.8443 Total 236.5923 1.2188 1.8101 2.9700e0030.0609 0.0609 0.0609 0.0609 0.0000 281.4481 281.4481 0.0159 281.8443 Mitigated Construction On-Site
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EXHIBIT E
1527

4.0 Operational Detail - Mobile

4.1 Mitigation Measures Mobile

3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 0.6406 0.3886 4.6439 0.0155 1.7884 0.0134 1.8018 0.4743 0.0123 0.4866 1,545.286 0 1,545.286
0 0.0376 1,546.226
2 Total 0.6406 0.3886 4.6439 0.0155 1.7884 0.0134 1.8018 0.4743 0.0123 0.4866 1,545.286 0 1,545.286
0 0.0376 1,546.226
2 Mitigated Construction Off-Site
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EXHIBIT E
1528
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 9.5233 45.9914 110.0422 0.4681 45.9592 0.3373 46.2965 12.2950 0.3132 12.6083 47,917.80 05 47,917.80
05 2.1953 47,972.68
39 Unmitigated 9.5233 45.9914 110.0422 0.4681 45.9592 0.3373 46.2965 12.2950 0.3132 12.6083 47,917.80 05 47,917.80
05 2.1953 47,972.68
39 4.2 Trip Summary Information

4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Apartments Low Rise 145.75 154.25 154.00 506,227 506,227 Apartments Mid Rise 4,026.75 3,773.25 4075.50 13,660,065 13,660,065 General Office Building 288.45 62.55 31.05 706,812 706,812 High Turnover (Sit Down Restaurant) 2,368.80 2,873.52 2817.72 3,413,937 3,413,937 Hotel 192.00 187.50 160.00 445,703 445,703
Quality Restaurant 501.12 511.92 461.20 707,488 707,488 Regional Shopping Center 528.08 601.44 357.84 1,112,221 1,112,221 Total 8,050.95 8,164.43 8,057.31 20,552,452 20,552,452
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EXHIBIT E
1529
Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Apartments Low Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 Apartments Mid Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 General Office Building 16.60 8.40 6.90 33.00 48.00 19.00 77 19 4 High Turnover (Sit Down
Restaurant)

16.60 8.40 6.90 8.50 72.50 19.00 37 20 43
Hotel 16.60 8.40 6.90 19.40 61.60 19.00 58 38 4
Quality Restaurant 16.60 8.40 6.90 12.00 69.00 19.00 38 18 44 Regional Shopping Center 16.60 8.40 6.90 16.30 64.70 19.00 54 35 11

5.0 Energy Detail

5.1 Mitigation Measures Energy

4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Apartments Low Rise 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Apartments Mid Rise 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 General Office Building 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 High Turnover (Sit Down
Restaurant)

0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Hotel 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Quality Restaurant 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Regional Shopping Center 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Historical Energy Use: N
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EXHIBIT E
1530
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
NaturalGas
Mitigated

0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 NaturalGas
Unmitigated

0.7660 6.7462 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 CalEEMod Version: CalEEMod.2016.3.2 Page 30 of 35 Date: 1/6/2021 1:49 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Winter

EXHIBIT E
1531

5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Apartments Low
Rise
1119.16 0.0121 0.1031 0.0439 6.6000e0048.3400e0038.3400e0038.3400e0038.3400e003131.6662 131.6662 2.5200e0032.4100e003132.4486 Apartments Mid
Rise
35784.3 0.3859 3.2978 1.4033 0.0211 0.2666 0.2666 0.2666 0.2666 4,209.916 4 4,209.916
4 0.0807 0.0772 4,234.933
9 General Office
Building
1283.42 0.0138 0.1258 0.1057 7.5000e0049.5600e0039.5600e0039.5600e0039.5600e003150.9911 150.9911 2.8900e0032.7700e003151.8884 High Turnover (Sit
Down Restaurant)
22759.9 0.2455 2.2314 1.8743 0.0134 0.1696 0.1696 0.1696 0.1696 2,677.634 2 2,677.634
2 0.0513 0.0491 2,693.546
0 Hotel 4769.72 0.0514 0.4676 0.3928 2.8100e0030.0355 0.0355 0.0355 0.0355 561.1436 561.1436 0.0108 0.0103 564.4782 Quality
Restaurant
5057.75 0.0545 0.4959 0.4165 2.9800e0030.0377 0.0377 0.0377 0.0377 595.0298 595.0298 0.0114 0.0109 598.5658 Regional
Shopping Center
251.616 2.7100e0030.0247 0.0207 1.5000e0041.8700e0031.8700e0031.8700e0031.8700e00329.6019 29.6019 5.7000e0045.4000e00429.7778 Total 0.7660 6.7463 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Unmitigated
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EXHIBIT E
1532

6.1 Mitigation Measures Area

6.0 Area Detail

5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Apartments Low
Rise

1.11916 0.0121 0.1031 0.0439 6.6000e0048.3400e0038.3400e0038.3400e0038.3400e003131.6662 131.6662 2.5200e0032.4100e003132.4486 Apartments Mid
Rise

35.7843 0.3859 3.2978 1.4033 0.0211 0.2666 0.2666 0.2666 0.2666 4,209.916 4 4,209.916
4 0.0807 0.0772 4,234.933
9 General Office
Building

1.28342 0.0138 0.1258 0.1057 7.5000e0049.5600e0039.5600e0039.5600e0039.5600e003150.9911 150.9911 2.8900e0032.7700e003151.8884 High Turnover (Sit
Down Restaurant)

22.7599 0.2455 2.2314 1.8743 0.0134 0.1696 0.1696 0.1696 0.1696 2,677.634 2 2,677.634
2 0.0513 0.0491 2,693.546
0 Hotel 4.76972 0.0514 0.4676 0.3928 2.8100e0030.0355 0.0355 0.0355 0.0355 561.1436 561.1436 0.0108 0.0103 564.4782 Quality
Restaurant

5.05775 0.0545 0.4959 0.4165 2.9800e0030.0377 0.0377 0.0377 0.0377 595.0298 595.0298 0.0114 0.0109 598.5658 Regional
Shopping Center

0.251616 2.7100e0030.0247 0.0207 1.5000e0041.8700e0031.8700e0031.8700e0031.8700e00329.6019 29.6019 5.7000e0045.4000e00429.7778 Total 0.7660 6.7463 4.2573 0.0418 0.5292 0.5292 0.5292 0.5292 8,355.983 2 8,355.983
2 0.1602 0.1532 8,405.638
7 Mitigated
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EXHIBIT E
1533
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Unmitigated 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating

2.2670 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products

24.1085 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 1.6500 14.1000 6.0000 0.0900 1.1400 1.1400 1.1400 1.1400 0.0000 18,000.00 00 18,000.00
00 0.3450 0.3300 18,106.96
50 Landscaping 2.4766 0.9496 82.4430 4.3600e0030.4574 0.4574 0.4574 0.4574 148.5950 148.5950 0.1424 152.1542 Total 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Unmitigated
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EXHIBIT E
1534

8.1 Mitigation Measures Waste

7.1 Mitigation Measures Water

7.0 Water Detail

8.0 Waste Detail

6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating

2.2670 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products

24.1085 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Hearth 1.6500 14.1000 6.0000 0.0900 1.1400 1.1400 1.1400 1.1400 0.0000 18,000.00 00 18,000.00
00 0.3450 0.3300 18,106.96
50 Landscaping 2.4766 0.9496 82.4430 4.3600e0030.4574 0.4574 0.4574 0.4574 148.5950 148.5950 0.1424 152.1542 Total 30.5020 15.0496 88.4430 0.0944 1.5974 1.5974 1.5974 1.5974 0.0000 18,148.59 50 18,148.59
50 0.4874 0.3300 18,259.11
92 Mitigated

9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type

10.0 Stationary Equipment
CalEEMod Version: CalEEMod.2016.3.2 Page 34 of 35 Date: 1/6/2021 1:49 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Winter

EXHIBIT E
1535

11.0 Vegetation
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type User Defined Equipment
Equipment Type Number
CalEEMod Version: CalEEMod.2016.3.2 Page 35 of 35 Date: 1/6/2021 1:49 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Winter

EXHIBIT E
1536

1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population General Office Building 45.00 1000sqft 1.03 45,000.00 0 High Turnover (Sit Down Restaurant) 36.00 1000sqft 0.83 36,000.00 0 Hotel 50.00 Room 1.67 72,600.00 0
Quality Restaurant 8.00 1000sqft 0.18 8,000.00 0
Apartments Low Rise 25.00 Dwelling Unit 1.56 25,000.00 72 Apartments Mid Rise 975.00 Dwelling Unit 25.66 975,000.00 2789 Regional Shopping Center 56.00 1000sqft 1.29 56,000.00 0

1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
9 Wind Speed (m/s) 2.2 Precipitation Freq (Days) 33

1.3 User Entered Comments & Non-Default Data

1.0 Project Characteristics
Utility Company Southern California Edison
Operational Year 2028
CO2 Intensity
(lb/MWhr)
702.44 CH4 Intensity 0.029
(lb/MWhr)
N2O Intensity 0.006
(lb/MWhr)
Village South Specific Plan (Proposed)
Los Angeles-South Coast County, Annual
CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1537
Project Characteristics - Consistent with the DEIR's model.

Land Use - See SWAPE comment regarding residential and retail land uses.

Construction Phase - See SWAPE comment regarding individual construction phase lengths.

Demolition - Consistent with the DEIR's model. See SWAPE comment regarding demolition.

Vehicle Trips - Saturday trips consistent with the DEIR's model. See SWAPE comment regarding weekday and Sunday trips.

Woodstoves - Woodstoves and wood-burning fireplaces consistent with the DEIR's model. See SWAPE comment regarding gas fireplaces.

Energy Use -
Construction Off-road Equipment Mitigation - See SWAPE comment on construction-related mitigation.

Area Mitigation - See SWAPE comment regarding operational mitigation measures.

Water Mitigation - See SWAPE comment regarding operational mitigation measures.

Trips and VMT - Local hire provision
Table Name Column Name Default Value New Value
tblFireplaces FireplaceWoodMass 1,019.20 0.00
tblFireplaces FireplaceWoodMass 1,019.20 0.00
tblFireplaces NumberWood 1.25 0.00
tblFireplaces NumberWood 48.75 0.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblTripsAndVMT WorkerTripLength 14.70 10.00
tblVehicleTrips ST_TR 7.16 6.17
tblVehicleTrips ST_TR 6.39 3.87
tblVehicleTrips ST_TR 2.46 1.39
tblVehicleTrips ST_TR 158.37 79.82
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EXHIBIT E
1538

2.0 Emissions Summary
tblVehicleTrips ST_TR 8.19 3.75
tblVehicleTrips ST_TR 94.36 63.99
tblVehicleTrips ST_TR 49.97 10.74
tblVehicleTrips SU_TR 6.07 6.16
tblVehicleTrips SU_TR 5.86 4.18
tblVehicleTrips SU_TR 1.05 0.69
tblVehicleTrips SU_TR 131.84 78.27
tblVehicleTrips SU_TR 5.95 3.20
tblVehicleTrips SU_TR 72.16 57.65
tblVehicleTrips SU_TR 25.24 6.39
tblVehicleTrips WD_TR 6.59 5.83
tblVehicleTrips WD_TR 6.65 4.13
tblVehicleTrips WD_TR 11.03 6.41
tblVehicleTrips WD_TR 127.15 65.80
tblVehicleTrips WD_TR 8.17 3.84
tblVehicleTrips WD_TR 89.95 62.64
tblVehicleTrips WD_TR 42.70 9.43
tblWoodstoves NumberCatalytic 1.25 0.00
tblWoodstoves NumberCatalytic 48.75 0.00
tblWoodstoves NumberNoncatalytic 1.25 0.00
tblWoodstoves NumberNoncatalytic 48.75 0.00
tblWoodstoves WoodstoveDayYear 25.00 0.00
tblWoodstoves WoodstoveDayYear 25.00 0.00
tblWoodstoves WoodstoveWoodMass 999.60 0.00
tblWoodstoves WoodstoveWoodMass 999.60 0.00
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EXHIBIT E
1539

2.1 Overall Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2021 0.1704 1.8234 1.1577 2.3800e0030.4141 0.0817 0.4958 0.1788 0.0754 0.2542 0.0000 210.7654 210.7654 0.0600 0.0000 212.2661 2022 0.5865 4.0240 5.1546 0.0155 0.9509 0.1175 1.0683 0.2518 0.1103 0.3621 0.0000 1,418.655 4 1,418.655
4 0.1215 0.0000 1,421.692
5 2023 0.5190 3.2850 4.7678 0.0147 0.8497 0.0971 0.9468 0.2283 0.0912 0.3195 0.0000 1,342.441 2 1,342.441
2 0.1115 0.0000 1,345.229
1 2024 4.1592 0.1313 0.2557 5.0000e0040.0221 6.3900e0030.0285 5.8700e0035.9700e0030.0118 0.0000 44.6355 44.6355 7.8300e0030.0000 44.8311 Maximum 4.1592 4.0240 5.1546 0.0155 0.9509 0.1175 1.0683 0.2518 0.1103 0.3621 0.0000 1,418.655 4 1,418.655
4 0.1215 0.0000 1,421.692
5 Unmitigated Construction
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EXHIBIT E
1540

2.1 Overall Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2021 0.1704 1.8234 1.1577 2.3800e0030.4141 0.0817 0.4958 0.1788 0.0754 0.2542 0.0000 210.7651 210.7651 0.0600 0.0000 212.2658 2022 0.5865 4.0240 5.1546 0.0155 0.9509 0.1175 1.0683 0.2518 0.1103 0.3621 0.0000 1,418.655 0 1,418.655
0 0.1215 0.0000 1,421.692
1 2023 0.5190 3.2850 4.7678 0.0147 0.8497 0.0971 0.9468 0.2283 0.0912 0.3195 0.0000 1,342.440 9 1,342.440
9 0.1115 0.0000 1,345.228
7 2024 4.1592 0.1313 0.2557 5.0000e0040.0221 6.3900e0030.0285 5.8700e0035.9700e0030.0118 0.0000 44.6354 44.6354 7.8300e0030.0000 44.8311 Maximum 4.1592 4.0240 5.1546 0.0155 0.9509 0.1175 1.0683 0.2518 0.1103 0.3621 0.0000 1,418.655 0 1,418.655
0 0.1215 0.0000 1,421.692
1 Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter) Maximum Mitigated ROG + NOX (tons/quarter) 1 9-1-2021 11-30-2021 1.4091 1.4091
2 12-1-2021 2-28-2022 1.3329 1.3329
3 3-1-2022 5-31-2022 1.1499 1.1499
4 6-1-2022 8-31-2022 1.1457 1.1457
5 9-1-2022 11-30-2022 1.1415 1.1415
6 12-1-2022 2-28-2023 1.0278 1.0278
7 3-1-2023 5-31-2023 0.9868 0.9868
8 6-1-2023 8-31-2023 0.9831 0.9831
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EXHIBIT E
1541

2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 5.1437 0.2950 10.3804 1.6700e0030.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e003222.5835 Energy 0.1398 1.2312 0.7770 7.6200e0030.0966 0.0966 0.0966 0.0966 0.0000 3,896.073 2 3,896.073
2 0.1303 0.0468 3,913.283
3 Mobile 1.5857 7.9962 19.1834 0.0821 7.7979 0.0580 7.8559 2.0895 0.0539 2.1434 0.0000 7,620.498 6 7,620.498
6 0.3407 0.0000 7,629.016
2 Waste 0.0000 0.0000 0.0000 0.0000 207.8079 0.0000 207.8079 12.2811 0.0000 514.8354 Water 0.0000 0.0000 0.0000 0.0000 29.1632 556.6420 585.8052 3.0183 0.0755 683.7567 Total 6.8692 9.5223 30.3407 0.0914 7.7979 0.2260 8.0240 2.0895 0.2219 2.3114 236.9712 12,294.18 07 12,531.15
19 15.7904 0.1260 12,963.47
51 Unmitigated Operational
9 9-1-2023 11-30-2023 0.9798 0.9798
10 12-1-2023 2-29-2024 2.8757 2.8757
11 3-1-2024 5-31-2024 1.6188 1.6188
Highest 2.8757 2.8757
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EXHIBIT E
1542

2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 5.1437 0.2950 10.3804 1.6700e0030.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e003222.5835 Energy 0.1398 1.2312 0.7770 7.6200e0030.0966 0.0966 0.0966 0.0966 0.0000 3,896.073 2 3,896.073
2 0.1303 0.0468 3,913.283
3 Mobile 1.5857 7.9962 19.1834 0.0821 7.7979 0.0580 7.8559 2.0895 0.0539 2.1434 0.0000 7,620.498 6 7,620.498
6 0.3407 0.0000 7,629.016
2 Waste 0.0000 0.0000 0.0000 0.0000 207.8079 0.0000 207.8079 12.2811 0.0000 514.8354 Water 0.0000 0.0000 0.0000 0.0000 29.1632 556.6420 585.8052 3.0183 0.0755 683.7567 Total 6.8692 9.5223 30.3407 0.0914 7.7979 0.2260 8.0240 2.0895 0.2219 2.3114 236.9712 12,294.18 07 12,531.15
19 15.7904 0.1260 12,963.47
51 Mitigated Operational

3.0 Construction Detail
Construction Phase
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 CalEEMod Version: CalEEMod.2016.3.2 Page 7 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1543
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Demolition Demolition 9/1/2021 10/12/2021 5 30
2 Site Preparation Site Preparation 10/13/2021 11/9/2021 5 20 3 Grading Grading 11/10/2021 1/11/2022 5 45
4 Building Construction Building Construction 1/12/2022 12/12/2023 5 500 5 Paving Paving 12/13/2023 1/30/2024 5 35
6 Architectural Coating Architectural Coating 1/31/2024 3/19/2024 5 35 OffRoad Equipment
Residential Indoor: 2,025,000; Residential Outdoor: 675,000; Non-Residential Indoor: 326,400; Non-Residential Outdoor: 108,800; Striped Parking Area: 0 (Architectural Coating ±sqft)
Acres of Grading (Site Preparation Phase): 0
Acres of Grading (Grading Phase): 112.5
Acres of Paving: 0
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EXHIBIT E
1544
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor Demolition Concrete/Industrial Saws 1 8.00 81 0.73
Demolition Excavators 3 8.00 158 0.38
Demolition Rubber Tired Dozers 2 8.00 247 0.40
Site Preparation Rubber Tired Dozers 3 8.00 247 0.40
Site Preparation Tractors/Loaders/Backhoes 4 8.00 97 0.37 Grading Excavators 2 8.00 158 0.38
Grading Graders 1 8.00 187 0.41
Grading Rubber Tired Dozers 1 8.00 247 0.40
Grading Scrapers 2 8.00 367 0.48
Grading Tractors/Loaders/Backhoes 2 8.00 97 0.37
Building Construction Cranes 1 7.00 231 0.29
Building Construction Forklifts 3 8.00 89 0.20
Building Construction Generator Sets 1 8.00 84 0.74
Building Construction Tractors/Loaders/Backhoes 3 7.00 97 0.37 Building Construction Welders 1 8.00 46 0.45
Paving Pavers 2 8.00 130 0.42
Paving Paving Equipment 2 8.00 132 0.36
Paving Rollers 2 8.00 80 0.38
Architectural Coating Air Compressors 1 6.00 78 0.48
Trips and VMT
CalEEMod Version: CalEEMod.2016.3.2 Page 9 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1545

3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0496 0.0000 0.0496 7.5100e0030.0000 7.5100e0030.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0475 0.4716 0.3235 5.8000e0040.0233 0.0233 0.0216 0.0216 0.0000 51.0012 51.0012 0.0144 0.0000 51.3601 Total 0.0475 0.4716 0.3235 5.8000e0040.0496 0.0233 0.0729 7.5100e0030.0216 0.0291 0.0000 51.0012 51.0012 0.0144 0.0000 51.3601 Unmitigated Construction On-Site

3.1 Mitigation Measures Construction
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition 6 15.00 0.00 458.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT Site Preparation 7 18.00 0.00 0.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT Grading 8 20.00 0.00 0.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT Building Construction 9 801.00 143.00 0.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT Paving 6 15.00 0.00 0.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT Architectural Coating 1 160.00 0.00 0.00 10.00 6.90 20.00 LD_Mix HDT_Mix HHDT CalEEMod Version: CalEEMod.2016.3.2 Page 10 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1546

3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 1.9300e0030.0634 0.0148 1.8000e0043.9400e0031.9000e0044.1300e0031.0800e0031.8000e0041.2600e0030.0000 17.4566 17.4566 1.2100e0030.0000 17.4869 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 7.2000e0045.3000e0046.0900e0032.0000e0051.6800e0031.0000e0051.6900e0034.5000e0041.0000e0054.6000e0040.0000 1.5281 1.5281 5.0000e0050.0000 1.5293 Total 2.6500e0030.0639 0.0209 2.0000e0045.6200e0032.0000e0045.8200e0031.5300e0031.9000e0041.7200e0030.0000 18.9847 18.9847 1.2600e0030.0000 19.0161 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0496 0.0000 0.0496 7.5100e0030.0000 7.5100e0030.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0475 0.4716 0.3235 5.8000e0040.0233 0.0233 0.0216 0.0216 0.0000 51.0011 51.0011 0.0144 0.0000 51.3600 Total 0.0475 0.4716 0.3235 5.8000e0040.0496 0.0233 0.0729 7.5100e0030.0216 0.0291 0.0000 51.0011 51.0011 0.0144 0.0000 51.3600 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 11 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1547

3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 1.9300e0030.0634 0.0148 1.8000e0043.9400e0031.9000e0044.1300e0031.0800e0031.8000e0041.2600e0030.0000 17.4566 17.4566 1.2100e0030.0000 17.4869 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 7.2000e0045.3000e0046.0900e0032.0000e0051.6800e0031.0000e0051.6900e0034.5000e0041.0000e0054.6000e0040.0000 1.5281 1.5281 5.0000e0050.0000 1.5293 Total 2.6500e0030.0639 0.0209 2.0000e0045.6200e0032.0000e0045.8200e0031.5300e0031.9000e0041.7200e0030.0000 18.9847 18.9847 1.2600e0030.0000 19.0161 Mitigated Construction Off-Site

3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.1807 0.0000 0.1807 0.0993 0.0000 0.0993 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0389 0.4050 0.2115 3.8000e0040.0204 0.0204 0.0188 0.0188 0.0000 33.4357 33.4357 0.0108 0.0000 33.7061 Total 0.0389 0.4050 0.2115 3.8000e0040.1807 0.0204 0.2011 0.0993 0.0188 0.1181 0.0000 33.4357 33.4357 0.0108 0.0000 33.7061 Unmitigated Construction On-Site
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EXHIBIT E
1548

3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.8000e0044.3000e0044.8700e0031.0000e0051.3400e0031.0000e0051.3500e0033.6000e0041.0000e0053.7000e0040.0000 1.2225 1.2225 4.0000e0050.0000 1.2234 Total 5.8000e0044.3000e0044.8700e0031.0000e0051.3400e0031.0000e0051.3500e0033.6000e0041.0000e0053.7000e0040.0000 1.2225 1.2225 4.0000e0050.0000 1.2234 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.1807 0.0000 0.1807 0.0993 0.0000 0.0993 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0389 0.4050 0.2115 3.8000e0040.0204 0.0204 0.0188 0.0188 0.0000 33.4357 33.4357 0.0108 0.0000 33.7060 Total 0.0389 0.4050 0.2115 3.8000e0040.1807 0.0204 0.2011 0.0993 0.0188 0.1181 0.0000 33.4357 33.4357 0.0108 0.0000 33.7060 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 13 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1549

3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 5.8000e0044.3000e0044.8700e0031.0000e0051.3400e0031.0000e0051.3500e0033.6000e0041.0000e0053.7000e0040.0000 1.2225 1.2225 4.0000e0050.0000 1.2234 Total 5.8000e0044.3000e0044.8700e0031.0000e0051.3400e0031.0000e0051.3500e0033.6000e0041.0000e0053.7000e0040.0000 1.2225 1.2225 4.0000e0050.0000 1.2234 Mitigated Construction Off-Site

3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.1741 0.0000 0.1741 0.0693 0.0000 0.0693 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0796 0.8816 0.5867 1.1800e0030.0377 0.0377 0.0347 0.0347 0.0000 103.5405 103.5405 0.0335 0.0000 104.3776 Total 0.0796 0.8816 0.5867 1.1800e0030.1741 0.0377 0.2118 0.0693 0.0347 0.1040 0.0000 103.5405 103.5405 0.0335 0.0000 104.3776 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 14 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1550

3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 1.2200e0039.0000e0040.0103 3.0000e0052.8300e0032.0000e0052.8600e0037.5000e0042.0000e0057.8000e0040.0000 2.5808 2.5808 8.0000e0050.0000 2.5828 Total 1.2200e0039.0000e0040.0103 3.0000e0052.8300e0032.0000e0052.8600e0037.5000e0042.0000e0057.8000e0040.0000 2.5808 2.5808 8.0000e0050.0000 2.5828 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.1741 0.0000 0.1741 0.0693 0.0000 0.0693 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0796 0.8816 0.5867 1.1800e0030.0377 0.0377 0.0347 0.0347 0.0000 103.5403 103.5403 0.0335 0.0000 104.3775 Total 0.0796 0.8816 0.5867 1.1800e0030.1741 0.0377 0.2118 0.0693 0.0347 0.1040 0.0000 103.5403 103.5403 0.0335 0.0000 104.3775 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 15 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1551

3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 1.2200e0039.0000e0040.0103 3.0000e0052.8300e0032.0000e0052.8600e0037.5000e0042.0000e0057.8000e0040.0000 2.5808 2.5808 8.0000e0050.0000 2.5828 Total 1.2200e0039.0000e0040.0103 3.0000e0052.8300e0032.0000e0052.8600e0037.5000e0042.0000e0057.8000e0040.0000 2.5808 2.5808 8.0000e0050.0000 2.5828 Mitigated Construction Off-Site

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0807 0.0000 0.0807 0.0180 0.0000 0.0180 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0127 0.1360 0.1017 2.2000e0045.7200e0035.7200e0035.2600e0035.2600e0030.0000 19.0871 19.0871 6.1700e0030.0000 19.2414 Total 0.0127 0.1360 0.1017 2.2000e0040.0807 5.7200e0030.0865 0.0180 5.2600e0030.0233 0.0000 19.0871 19.0871 6.1700e0030.0000 19.2414 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 16 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1552

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 2.1000e0041.5000e0041.7400e0031.0000e0055.2000e0040.0000 5.3000e0041.4000e0040.0000 1.4000e0040.0000 0.4587 0.4587 1.0000e0050.0000 0.4590 Total 2.1000e0041.5000e0041.7400e0031.0000e0055.2000e0040.0000 5.3000e0041.4000e0040.0000 1.4000e0040.0000 0.4587 0.4587 1.0000e0050.0000 0.4590 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 0.0807 0.0000 0.0807 0.0180 0.0000 0.0180 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 0.0127 0.1360 0.1017 2.2000e0045.7200e0035.7200e0035.2600e0035.2600e0030.0000 19.0871 19.0871 6.1700e0030.0000 19.2414 Total 0.0127 0.1360 0.1017 2.2000e0040.0807 5.7200e0030.0865 0.0180 5.2600e0030.0233 0.0000 19.0871 19.0871 6.1700e0030.0000 19.2414 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 17 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1553

3.4 Grading - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 2.1000e0041.5000e0041.7400e0031.0000e0055.2000e0040.0000 5.3000e0041.4000e0040.0000 1.4000e0040.0000 0.4587 0.4587 1.0000e0050.0000 0.4590 Total 2.1000e0041.5000e0041.7400e0031.0000e0055.2000e0040.0000 5.3000e0041.4000e0040.0000 1.4000e0040.0000 0.4587 0.4587 1.0000e0050.0000 0.4590 Mitigated Construction Off-Site

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.2158 1.9754 2.0700 3.4100e0030.1023 0.1023 0.0963 0.0963 0.0000 293.1324 293.1324 0.0702 0.0000 294.8881 Total 0.2158 1.9754 2.0700 3.4100e0030.1023 0.1023 0.0963 0.0963 0.0000 293.1324 293.1324 0.0702 0.0000 294.8881 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 18 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1554

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0527 1.6961 0.4580 4.5500e0030.1140 3.1800e0030.1171 0.0329 3.0400e0030.0359 0.0000 441.9835 441.9835 0.0264 0.0000 442.6435 Worker 0.3051 0.2164 2.5233 7.3500e0030.7557 6.2300e0030.7619 0.2007 5.7400e0030.2065 0.0000 663.9936 663.9936 0.0187 0.0000 664.4604 Total 0.3578 1.9125 2.9812 0.0119 0.8696 9.4100e0030.8790 0.2336 8.7800e0030.2424 0.0000 1,105.977 1 1,105.977
1 0.0451 0.0000 1,107.103
9 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.2158 1.9754 2.0700 3.4100e0030.1023 0.1023 0.0963 0.0963 0.0000 293.1321 293.1321 0.0702 0.0000 294.8877 Total 0.2158 1.9754 2.0700 3.4100e0030.1023 0.1023 0.0963 0.0963 0.0000 293.1321 293.1321 0.0702 0.0000 294.8877 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 19 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1555

3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0527 1.6961 0.4580 4.5500e0030.1140 3.1800e0030.1171 0.0329 3.0400e0030.0359 0.0000 441.9835 441.9835 0.0264 0.0000 442.6435 Worker 0.3051 0.2164 2.5233 7.3500e0030.7557 6.2300e0030.7619 0.2007 5.7400e0030.2065 0.0000 663.9936 663.9936 0.0187 0.0000 664.4604 Total 0.3578 1.9125 2.9812 0.0119 0.8696 9.4100e0030.8790 0.2336 8.7800e0030.2424 0.0000 1,105.977 1 1,105.977
1 0.0451 0.0000 1,107.103
9 Mitigated Construction Off-Site

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.1942 1.7765 2.0061 3.3300e0030.0864 0.0864 0.0813 0.0813 0.0000 286.2789 286.2789 0.0681 0.0000 287.9814 Total 0.1942 1.7765 2.0061 3.3300e0030.0864 0.0864 0.0813 0.0813 0.0000 286.2789 286.2789 0.0681 0.0000 287.9814 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 20 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1556

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0382 1.2511 0.4011 4.3000e0030.1113 1.4600e0030.1127 0.0321 1.4000e0030.0335 0.0000 417.9930 417.9930 0.0228 0.0000 418.5624 Worker 0.2795 0.1910 2.2635 6.9100e0030.7377 5.9100e0030.7436 0.1960 5.4500e0030.2014 0.0000 624.5363 624.5363 0.0164 0.0000 624.9466 Total 0.3177 1.4420 2.6646 0.0112 0.8490 7.3700e0030.8564 0.2281 6.8500e0030.2349 0.0000 1,042.529 4 1,042.529
4 0.0392 0.0000 1,043.509
0 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.1942 1.7765 2.0061 3.3300e0030.0864 0.0864 0.0813 0.0813 0.0000 286.2785 286.2785 0.0681 0.0000 287.9811 Total 0.1942 1.7765 2.0061 3.3300e0030.0864 0.0864 0.0813 0.0813 0.0000 286.2785 286.2785 0.0681 0.0000 287.9811 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 21 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1557

3.5 Building Construction - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0382 1.2511 0.4011 4.3000e0030.1113 1.4600e0030.1127 0.0321 1.4000e0030.0335 0.0000 417.9930 417.9930 0.0228 0.0000 418.5624 Worker 0.2795 0.1910 2.2635 6.9100e0030.7377 5.9100e0030.7436 0.1960 5.4500e0030.2014 0.0000 624.5363 624.5363 0.0164 0.0000 624.9466 Total 0.3177 1.4420 2.6646 0.0112 0.8490 7.3700e0030.8564 0.2281 6.8500e0030.2349 0.0000 1,042.529 4 1,042.529
4 0.0392 0.0000 1,043.509
0 Mitigated Construction Off-Site

3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 6.7100e0030.0663 0.0948 1.5000e0043.3200e0033.3200e0033.0500e0033.0500e0030.0000 13.0175 13.0175 4.2100e0030.0000 13.1227 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 6.7100e0030.0663 0.0948 1.5000e0043.3200e0033.3200e0033.0500e0033.0500e0030.0000 13.0175 13.0175 4.2100e0030.0000 13.1227 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 22 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1558

3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 2.8000e0041.9000e0042.2300e0031.0000e0057.3000e0041.0000e0057.3000e0041.9000e0041.0000e0052.0000e0040.0000 0.6156 0.6156 2.0000e0050.0000 0.6160 Total 2.8000e0041.9000e0042.2300e0031.0000e0057.3000e0041.0000e0057.3000e0041.9000e0041.0000e0052.0000e0040.0000 0.6156 0.6156 2.0000e0050.0000 0.6160 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 6.7100e0030.0663 0.0948 1.5000e0043.3200e0033.3200e0033.0500e0033.0500e0030.0000 13.0175 13.0175 4.2100e0030.0000 13.1227 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 6.7100e0030.0663 0.0948 1.5000e0043.3200e0033.3200e0033.0500e0033.0500e0030.0000 13.0175 13.0175 4.2100e0030.0000 13.1227 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 23 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1559

3.6 Paving - 2023
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 2.8000e0041.9000e0042.2300e0031.0000e0057.3000e0041.0000e0057.3000e0041.9000e0041.0000e0052.0000e0040.0000 0.6156 0.6156 2.0000e0050.0000 0.6160 Total 2.8000e0041.9000e0042.2300e0031.0000e0057.3000e0041.0000e0057.3000e0041.9000e0041.0000e0052.0000e0040.0000 0.6156 0.6156 2.0000e0050.0000 0.6160 Mitigated Construction Off-Site

3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0109 0.1048 0.1609 2.5000e0045.1500e0035.1500e0034.7400e0034.7400e0030.0000 22.0292 22.0292 7.1200e0030.0000 22.2073 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0109 0.1048 0.1609 2.5000e0045.1500e0035.1500e0034.7400e0034.7400e0030.0000 22.0292 22.0292 7.1200e0030.0000 22.2073 Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 24 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1560

3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 4.4000e0042.9000e0043.5100e0031.0000e0051.2300e0031.0000e0051.2400e0033.3000e0041.0000e0053.4000e0040.0000 1.0094 1.0094 3.0000e0050.0000 1.0100 Total 4.4000e0042.9000e0043.5100e0031.0000e0051.2300e0031.0000e0051.2400e0033.3000e0041.0000e0053.4000e0040.0000 1.0094 1.0094 3.0000e0050.0000 1.0100 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0109 0.1048 0.1609 2.5000e0045.1500e0035.1500e0034.7400e0034.7400e0030.0000 22.0292 22.0292 7.1200e0030.0000 22.2073 Paving 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Total 0.0109 0.1048 0.1609 2.5000e0045.1500e0035.1500e0034.7400e0034.7400e0030.0000 22.0292 22.0292 7.1200e0030.0000 22.2073 Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Page 25 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1561

3.6 Paving - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 4.4000e0042.9000e0043.5100e0031.0000e0051.2300e0031.0000e0051.2400e0033.3000e0041.0000e0053.4000e0040.0000 1.0094 1.0094 3.0000e0050.0000 1.0100 Total 4.4000e0042.9000e0043.5100e0031.0000e0051.2300e0031.0000e0051.2400e0033.3000e0041.0000e0053.4000e0040.0000 1.0094 1.0094 3.0000e0050.0000 1.0100 Mitigated Construction Off-Site

3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Archit. Coating 4.1372 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 3.1600e0030.0213 0.0317 5.0000e0051.0700e0031.0700e0031.0700e0031.0700e0030.0000 4.4682 4.4682 2.5000e0040.0000 4.4745 Total 4.1404 0.0213 0.0317 5.0000e0051.0700e0031.0700e0031.0700e0031.0700e0030.0000 4.4682 4.4682 2.5000e0040.0000 4.4745 Unmitigated Construction On-Site
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EXHIBIT E
1562

3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 7.4800e0034.9300e0030.0596 1.9000e0040.0209 1.6000e0040.0211 5.5500e0031.5000e0045.7000e0030.0000 17.1287 17.1287 4.3000e0040.0000 17.1394 Total 7.4800e0034.9300e0030.0596 1.9000e0040.0209 1.6000e0040.0211 5.5500e0031.5000e0045.7000e0030.0000 17.1287 17.1287 4.3000e0040.0000 17.1394 Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Archit. Coating 4.1372 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Off-Road 3.1600e0030.0213 0.0317 5.0000e0051.0700e0031.0700e0031.0700e0031.0700e0030.0000 4.4682 4.4682 2.5000e0040.0000 4.4745 Total 4.1404 0.0213 0.0317 5.0000e0051.0700e0031.0700e0031.0700e0031.0700e0030.0000 4.4682 4.4682 2.5000e0040.0000 4.4745 Mitigated Construction On-Site
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EXHIBIT E
1563

4.0 Operational Detail - Mobile

4.1 Mitigation Measures Mobile

3.7 Architectural Coating - 2024
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Worker 7.4800e0034.9300e0030.0596 1.9000e0040.0209 1.6000e0040.0211 5.5500e0031.5000e0045.7000e0030.0000 17.1287 17.1287 4.3000e0040.0000 17.1394 Total 7.4800e0034.9300e0030.0596 1.9000e0040.0209 1.6000e0040.0211 5.5500e0031.5000e0045.7000e0030.0000 17.1287 17.1287 4.3000e0040.0000 17.1394 Mitigated Construction Off-Site
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EXHIBIT E
1564
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 1.5857 7.9962 19.1834 0.0821 7.7979 0.0580 7.8559 2.0895 0.0539 2.1434 0.0000 7,620.498 6 7,620.498
6 0.3407 0.0000 7,629.016
2 Unmitigated 1.5857 7.9962 19.1834 0.0821 7.7979 0.0580 7.8559 2.0895 0.0539 2.1434 0.0000 7,620.498 6 7,620.498
6 0.3407 0.0000 7,629.016
2 4.2 Trip Summary Information

4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Apartments Low Rise 145.75 154.25 154.00 506,227 506,227 Apartments Mid Rise 4,026.75 3,773.25 4075.50 13,660,065 13,660,065 General Office Building 288.45 62.55 31.05 706,812 706,812 High Turnover (Sit Down Restaurant) 2,368.80 2,873.52 2817.72 3,413,937 3,413,937 Hotel 192.00 187.50 160.00 445,703 445,703
Quality Restaurant 501.12 511.92 461.20 707,488 707,488 Regional Shopping Center 528.08 601.44 357.84 1,112,221 1,112,221 Total 8,050.95 8,164.43 8,057.31 20,552,452 20,552,452
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EXHIBIT E
1565
Miles Trip % Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by Apartments Low Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 Apartments Mid Rise 14.70 5.90 8.70 40.20 19.20 40.60 86 11 3 General Office Building 16.60 8.40 6.90 33.00 48.00 19.00 77 19 4 High Turnover (Sit Down
Restaurant)

16.60 8.40 6.90 8.50 72.50 19.00 37 20 43
Hotel 16.60 8.40 6.90 19.40 61.60 19.00 58 38 4
Quality Restaurant 16.60 8.40 6.90 12.00 69.00 19.00 38 18 44 Regional Shopping Center 16.60 8.40 6.90 16.30 64.70 19.00 54 35 11

5.0 Energy Detail

5.1 Mitigation Measures Energy

4.4 Fleet Mix
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH Apartments Low Rise 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Apartments Mid Rise 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 General Office Building 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 High Turnover (Sit Down
Restaurant)

0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Hotel 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Quality Restaurant 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Regional Shopping Center 0.543088 0.044216 0.209971 0.116369 0.014033 0.006332 0.021166 0.033577 0.002613 0.001817 0.005285 0.000712 0.000821 Historical Energy Use: N
CalEEMod Version: CalEEMod.2016.3.2 Page 30 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1566
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Electricity
Mitigated

0.0000 0.0000 0.0000 0.0000 0.0000 2,512.646
5 2,512.646
5 0.1037 0.0215 2,521.635
6 Electricity
Unmitigated

0.0000 0.0000 0.0000 0.0000 0.0000 2,512.646
5 2,512.646
5 0.1037 0.0215 2,521.635
6 NaturalGas
Mitigated

0.1398 1.2312 0.7770 7.6200e0030.0966 0.0966 0.0966 0.0966 0.0000 1,383.426 7 1,383.426
7 0.0265 0.0254 1,391.647
8 NaturalGas
Unmitigated

0.1398 1.2312 0.7770 7.6200e0030.0966 0.0966 0.0966 0.0966 0.0000 1,383.426 7 1,383.426
7 0.0265 0.0254 1,391.647
8 CalEEMod Version: CalEEMod.2016.3.2 Page 31 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1567

5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Apartments Low
Rise
408494 2.2000e0030.0188 8.0100e0031.2000e0041.5200e0031.5200e0031.5200e0031.5200e0030.0000 21.7988 21.7988 4.2000e0044.0000e00421.9284 Apartments Mid
Rise

1.30613e
+007

0.0704 0.6018 0.2561 3.8400e0030.0487 0.0487 0.0487 0.0487 0.0000 696.9989 696.9989 0.0134 0.0128 701.1408 General Office
Building
468450 2.5300e0030.0230 0.0193 1.4000e0041.7500e0031.7500e0031.7500e0031.7500e0030.0000 24.9983 24.9983 4.8000e0044.6000e00425.1468 High Turnover (Sit
Down Restaurant)

8.30736e
+006

0.0448 0.4072 0.3421 2.4400e0030.0310 0.0310 0.0310 0.0310 0.0000 443.3124 443.3124 8.5000e0038.1300e003445.9468 Hotel 1.74095e
+006

9.3900e0030.0853 0.0717 5.1000e0046.4900e0036.4900e0036.4900e0036.4900e0030.0000 92.9036 92.9036 1.7800e0031.7000e00393.4557 Quality
Restaurant

1.84608e
+006

9.9500e0030.0905 0.0760 5.4000e0046.8800e0036.8800e0036.8800e0036.8800e0030.0000 98.5139 98.5139 1.8900e0031.8100e00399.0993 Regional
Shopping Center
91840 5.0000e0044.5000e0033.7800e0033.0000e0053.4000e0043.4000e0043.4000e0043.4000e0040.0000 4.9009 4.9009 9.0000e0059.0000e0054.9301 Total 0.1398 1.2312 0.7770 7.6200e0030.0966 0.0966 0.0966 0.0966 0.0000 1,383.426 8 1,383.426
8 0.0265 0.0254 1,391.647
8 Unmitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 32 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1568

5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Apartments Low
Rise
408494 2.2000e0030.0188 8.0100e0031.2000e0041.5200e0031.5200e0031.5200e0031.5200e0030.0000 21.7988 21.7988 4.2000e0044.0000e00421.9284 Apartments Mid
Rise

1.30613e
+007

0.0704 0.6018 0.2561 3.8400e0030.0487 0.0487 0.0487 0.0487 0.0000 696.9989 696.9989 0.0134 0.0128 701.1408 General Office
Building
468450 2.5300e0030.0230 0.0193 1.4000e0041.7500e0031.7500e0031.7500e0031.7500e0030.0000 24.9983 24.9983 4.8000e0044.6000e00425.1468 High Turnover (Sit
Down Restaurant)

8.30736e
+006

0.0448 0.4072 0.3421 2.4400e0030.0310 0.0310 0.0310 0.0310 0.0000 443.3124 443.3124 8.5000e0038.1300e003445.9468 Hotel 1.74095e
+006

9.3900e0030.0853 0.0717 5.1000e0046.4900e0036.4900e0036.4900e0036.4900e0030.0000 92.9036 92.9036 1.7800e0031.7000e00393.4557 Quality
Restaurant

1.84608e
+006

9.9500e0030.0905 0.0760 5.4000e0046.8800e0036.8800e0036.8800e0036.8800e0030.0000 98.5139 98.5139 1.8900e0031.8100e00399.0993 Regional
Shopping Center
91840 5.0000e0044.5000e0033.7800e0033.0000e0053.4000e0043.4000e0043.4000e0043.4000e0040.0000 4.9009 4.9009 9.0000e0059.0000e0054.9301 Total 0.1398 1.2312 0.7770 7.6200e0030.0966 0.0966 0.0966 0.0966 0.0000 1,383.426 8 1,383.426
8 0.0265 0.0254 1,391.647
8 Mitigated
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EXHIBIT E
1569

5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
Apartments Low
Rise
106010 33.7770 1.3900e0032.9000e00433.8978
Apartments Mid
Rise

3.94697e
+006
1,257.587
9 0.0519 0.0107 1,262.086
9 General Office
Building
584550 186.2502 7.6900e0031.5900e003186.9165
High Turnover (Sit
Down Restaurant)

1.58904e
+006
506.3022 0.0209 4.3200e003508.1135
Hotel 550308 175.3399 7.2400e0031.5000e003175.9672
Quality
Restaurant
353120 112.5116 4.6500e0039.6000e004112.9141
Regional
Shopping Center
756000 240.8778 9.9400e0032.0600e003241.7395
Total 2,512.646
5 0.1037 0.0215 2,521.635
6 Unmitigated
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EXHIBIT E
1570

6.1 Mitigation Measures Area

6.0 Area Detail

5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
Apartments Low
Rise
106010 33.7770 1.3900e0032.9000e00433.8978
Apartments Mid
Rise

3.94697e
+006
1,257.587
9 0.0519 0.0107 1,262.086
9 General Office
Building
584550 186.2502 7.6900e0031.5900e003186.9165
High Turnover (Sit
Down Restaurant)

1.58904e
+006
506.3022 0.0209 4.3200e003508.1135
Hotel 550308 175.3399 7.2400e0031.5000e003175.9672
Quality
Restaurant
353120 112.5116 4.6500e0039.6000e004112.9141
Regional
Shopping Center
756000 240.8778 9.9400e0032.0600e003241.7395
Total 2,512.646
5 0.1037 0.0215 2,521.635
6 Mitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 35 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1571
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 5.1437 0.2950 10.3804 1.6700e0030.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e003222.5835 Unmitigated 5.1437 0.2950 10.3804 1.6700e0030.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e003222.5835

6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating

0.4137 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products

4.3998 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.0206 0.1763 0.0750 1.1200e0030.0143 0.0143 0.0143 0.0143 0.0000 204.1166 204.1166 3.9100e0033.7400e003205.3295 Landscaping 0.3096 0.1187 10.3054 5.4000e0040.0572 0.0572 0.0572 0.0572 0.0000 16.8504 16.8504 0.0161 0.0000 17.2540 Total 5.1437 0.2950 10.3804 1.6600e0030.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e003222.5835 Unmitigated
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EXHIBIT E
1572

7.1 Mitigation Measures Water

7.0 Water Detail

6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating

0.4137 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Consumer
Products

4.3998 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 Hearth 0.0206 0.1763 0.0750 1.1200e0030.0143 0.0143 0.0143 0.0143 0.0000 204.1166 204.1166 3.9100e0033.7400e003205.3295 Landscaping 0.3096 0.1187 10.3054 5.4000e0040.0572 0.0572 0.0572 0.0572 0.0000 16.8504 16.8504 0.0161 0.0000 17.2540 Total 5.1437 0.2950 10.3804 1.6600e0030.0714 0.0714 0.0714 0.0714 0.0000 220.9670 220.9670 0.0201 3.7400e003222.5835 Mitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 37 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1573
Total CO2 CH4 N2O CO2e
Category MT/yr
Mitigated 585.8052 3.0183 0.0755 683.7567
Unmitigated 585.8052 3.0183 0.0755 683.7567
CalEEMod Version: CalEEMod.2016.3.2 Page 38 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1574

7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
Apartments Low
Rise

1.62885 /

1.02688

10.9095 0.0535 1.3400e00312.6471
Apartments Mid
Rise

63.5252 /

40.0485
425.4719 2.0867 0.0523 493.2363
General Office
Building

7.99802 /

4.90201

53.0719 0.2627 6.5900e00361.6019
High Turnover (Sit
Down Restaurant)

10.9272 /

0.697482

51.2702 0.3580 8.8200e00362.8482
Hotel 1.26834 /

0.140927

6.1633 0.0416 1.0300e0037.5079
Quality
Restaurant

2.42827 /

0.154996

11.3934 0.0796 1.9600e00313.9663
Regional
Shopping Center

4.14806 /

2.54236

27.5250 0.1363 3.4200e00331.9490
Total 585.8052 3.0183 0.0755 683.7567
Unmitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 39 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1575

8.1 Mitigation Measures Waste

7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
Apartments Low
Rise

1.62885 /

1.02688

10.9095 0.0535 1.3400e00312.6471
Apartments Mid
Rise

63.5252 /

40.0485
425.4719 2.0867 0.0523 493.2363
General Office
Building

7.99802 /

4.90201

53.0719 0.2627 6.5900e00361.6019
High Turnover (Sit
Down Restaurant)

10.9272 /

0.697482

51.2702 0.3580 8.8200e00362.8482
Hotel 1.26834 /

0.140927

6.1633 0.0416 1.0300e0037.5079
Quality
Restaurant

2.42827 /

0.154996

11.3934 0.0796 1.9600e00313.9663
Regional
Shopping Center

4.14806 /

2.54236

27.5250 0.1363 3.4200e00331.9490
Total 585.8052 3.0183 0.0755 683.7567
Mitigated

8.0 Waste Detail
CalEEMod Version: CalEEMod.2016.3.2 Page 40 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1576
Total CO2 CH4 N2O CO2e
MT/yr
Mitigated 207.8079 12.2811 0.0000 514.8354
Unmitigated 207.8079 12.2811 0.0000 514.8354
Category/Year
CalEEMod Version: CalEEMod.2016.3.2 Page 41 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1577

8.2 Waste by Land Use
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
Apartments Low
Rise

11.5 2.3344 0.1380 0.0000 5.7834
Apartments Mid
Rise
448.5 91.0415 5.3804 0.0000 225.5513
General Office
Building

41.85 8.4952 0.5021 0.0000 21.0464
High Turnover (Sit
Down Restaurant)
428.4 86.9613 5.1393 0.0000 215.4430
Hotel 27.38 5.5579 0.3285 0.0000 13.7694
Quality
Restaurant

7.3 1.4818 0.0876 0.0000 3.6712
Regional
Shopping Center

58.8 11.9359 0.7054 0.0000 29.5706
Total 207.8079 12.2811 0.0000 514.8354
Unmitigated
CalEEMod Version: CalEEMod.2016.3.2 Page 42 of 44 Date: 1/12/2021 2:26 PM Village South Specific Plan (Proposed) - Los Angeles-South Coast County, Annual

EXHIBIT E
1578

8.2 Waste by Land Use
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
Apartments Low
Rise

11.5 2.3344 0.1380 0.0000 5.7834
Apartments Mid
Rise
448.5 91.0415 5.3804 0.0000 225.5513
General Office
Building