HomeMy WebLinkAbout2021-70 - Upholding the Planning Commission’s Approval of Coastal Development Permit No. CD2019-062, Site Development Review No. SD2019-003, Tentative Parcel Map No. NP2020-013, and Affordable Housing Implementation Plan No. AH2021-001 for a Mixed-Use ProRESOLUTION NO. 2021-70
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
NEWPORT BEACH, CALIFORNIA, UPHOLDING THE
PLANNING COMMISSION'S APPROVAL OF COASTAL
DEVELOPMENT PERMIT NO. CD2019-062, SITE
DEVELOPMENT PERMIT NO. SD2019-003, TENTATIVE
PARCEL MAP NO. NP2020-013, AND AFFORDABLE
HOUSING IMPLEMENTATION PLAN NO. AH2O21-001 FOR
A MIXED-USE PROJECT LOCATED AT 2510 AND 2530
WEST COAST HIGHWAY (PA2019-249)
WHEREAS, Section 200 of the City of Newport Beach ("City") Charter vests the
City Council with the authority to make and enforce all laws, rules and regulations with
respect to municipal affairs subject only to the restrictions and limitations contained in the
Charter and the State Constitution, and the power to exercise, or -act pursuant to any and
all rights, powers, and privileges, or procedures granted or prescribed by any law of the
State of California;
WHEREAS, an application was filed by 2510 W. Coast Hwy LLC and 2510 W. Coast
Hwy Eat LLC, ("Applicant") with respect to property located at 2510 and 2530 West Coast
Highway, and legally described in Exhibit "A," which is attached hereto and incorporated
herein by reference ("Property");
WHEREAS, the Applicant is requesting approvals for the development of a mixed-
use development consisting of 36 residential dwelling units including 8 studio units, 22 one -
bedroom units and 6 two-bedroom units and a 5,096 square foot office
("Project") which requires the following approvals from the City:
• Coastal Development Permit (CD2019-062) authorizing the construction of the
mixed-use project within the Coastal Zone;
• Site Development Permit (SD2019-003) authorizing the construction of the
mixed-use building;
• Tentative Parcel Map (NP2020-013) to consolidate the five existing parcels into
a single parcel; and
• Affordable Housing Implementation Plan (AH2O21-001) ("AHIP") specifying
how the project meets the City's affordable housing requirements in exchange
for the density bonus as well as a request for an incentive and waiver pursuant
to Chapter 20.32 (Density Bonus) of the Newport Beach Municipal Code
("NBMC") and Government Code Section 65915 (Density Bonus Law);
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WHEREAS, the Property is designated MU -H1 (Mixed -Use Horizontal) by the
General Plan ("General Plan") Land Use Element and is located within the MU -MM (Mixed -
Use Mariners' Mile) Zoning District;
WHEREAS, the Property is designated MU -H (Mixed -Use — Horizontal) by the
Coastal Land Use Plan category and is located within the MU -MM (Mixed -Use Mariners'
Mile) Coastal Zone District;
WHEREAS, a telephonic public hearing was held by the Planning Commission on
January 21, 2021, due to the Declaration of a State of Emergency and Proclamation of Local
Emergency related to COVID-19. A notice of time, place and purpose of the hearing was
given in accordance with Government Code Section 54950 et seq. ("Ralph M. Brown Act")
and Chapters 20.62 and 21.62 (Public Hearings) of the NBMC. Evidence, both written
and oral, was presented to, and considered by, the Planning Commission at this public
hearing;
WHEREAS, at the request of the applicant, the Project was continued to the
February 18, 2021, Planning Commission meeting in order to provide an opportunity for the
Applicant to conduct a community outreach meeting and allow the public to review the
Project more thoroughly;
WHEREAS, the continued public hearing was held telephonically by the Planning
Commission on February 18, 2021, in the City Council Chambers located at 100 Civic
Center Drive, Newport Beach, CA, due to the Declaration of a State of Emergency and
Proclamation of Local Emergency related to COVID-19. A notice of time, place and purpose
of the hearing was given in accordance with the Ralph M. Brown Act and Chapters 20.62
and 21.62 of the NBMC. Evidence, both written and oral, was presented to, and
considered by, the Planning Commission at this public hearing;
WHEREAS, at the conclusion of the public hearing, the Planning Commission
adopted Resolution No. PC2021-001 (5 ayes, 1 nay, 1 abstention) approving the Project;
WHEREAS, on February 22, 2021, Mayor Brad Avery filed a Call for Review of the
Planning Commission's decision to the City Council;
WHEREAS, a telephonic public hearing was held by the City Council on April 27,
2021, in the Council Chambers located at 100 Civic Center Drive, Newport Beach, CA, due
to the Declaration of a State of Emergency and Proclamation of Local Emergency related to
COVID-19. A notice of time, place and purpose of the hearing was given in accordance
with the Ralph M. Brown Act and Chapters 20.62 and 21.62 of the NBMC. Evidence, both
written and oral, was presented to, and considered by, the City Council at this hearing;
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WHEREAS, after considering public comments and deliberating on the matter, the
City Council voted (4 ayes, 1 nay) to continue the hearing;
WHEREAS, prior to the May 25, 2021 City Council meeting, the Applicant informed
the City that they intended to amend the application and revise the Project to address
feedback received from the City Council and the public, therefore, negating the need for
the May 25, 2021 hearing; and
WHEREAS, a public hearing was held by the City Council on July 27, 2021, in the
Council Chambers located at 100 Civic Center Drive, Newport Beach, CA. A notice of time,
place and purpose of the hearing was given in accordance with the Ralph M. Brown Act
and Chapters 20.62 and 21.62 of the NBMC. Evidence, both written and oral, was
presented to, and considered by, the City Council at this hearing.
NOW, THEREFORE, the City Council of the City of Newport Beach resolves as
follows:
Section 1: The City Council has considered the decision of the Planning
Commission and determined that modifications to the Project made by the City Council,
if any, are not major changes that require referral back to the Planning Commission for
consideration and recommendation.
Section 2: The City Council does hereby uphold the Planning Commission's
approval of Coastal Development Permit No. CD2019-062, Site Development Review No.
SD2019-003, Tentative Parcel Map No. NP2020-013, and Affordable Housing
Implementation Plan No. AH2021-001, subject to the conditions of approval set forth in
Exhibit "B," which is attached hereto and incorporated herein by reference.
Section 3: In accordance with Subsection (F) of Section 21.52.015 (Coastal
Development Permits) of the NBMC, the following findings and facts in support of Coastal
Development Permit No. CD2019-062 are set forth as follows:
Finding of Consistency with Section 21.52.015(F)(1)
Conforms to all applicable sections of the certified Local Coastal Program.
Facts in Support of Finding of Consistency with Section 21 52 015(F)(1)
1. The Coastal Land Use Plan designates the Property as MU -H (Mixed -Use —
Horizontal) which is intended to provide a horizontally distributed mix of uses, which
may include general or neighborhood commercial, commercial offices, multifamily
residential, visitor -serving and marine -related uses, and/or buildings that vertically
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integrate residential with commercial uses. The Project would be consistent with the
MU -H (Mixed -Use — Horizontal) Coastal Land Use Plan designation by developing an
office along Coast Highway and a multi -family residential building to the rear of the
Property.
2. The Project site is zoned MU -MM (Mixed -Use Mariners' Mile), which allows properties
fronting on Coast Highway to be developed for nonresidential uses only. Properties to
the rear of the commercial frontage may be developed with freestanding
nonresidential uses, multi -unit residential dwelling units, or mixed-use structures that
integrate residential above the ground floor with nonresidential uses on the ground
floor. Notwithstanding the incentive and waiver requested through the allowed density
bonus, the Project complies with the applicable standards.
3. The Property is located in an area known for the potential of seismic activity and
liquefaction. All projects are required to comply with Title 24 of the California Code of
Regulations ("CBC") and Building Division standards and policies. Geotechnical
investigations specifically addressing liquefaction are required to be reviewed and
approved prior to the issuance of building permits. Permit issuance is also contingent on
the inclusion of design mitigation identified in the geotechnical investigations.
Construction plans are reviewed for compliance with approved investigations and the
CBC prior to building permit issuance.
4. A preliminary Water Quality Management Plan ("WQMP") has been reviewed and
approved by the City. The WQMP concludes that implementation of the Project would
not result in potentially significant impacts to the drainage patterns on-site. Project
storm water must comply with all applicable ("MS4") requirements to ensure that
impacts to surface and ground water quality do not occur. Water quality objectives
would be achieved through the incorporation of Best Management Practices ("BMPs")
identified in the preliminary WQMP during construction and post -project
implementation.
5. The new drainage pattern would match the existing drainage pattern, which drains
southerly toward Coast Highway. The flow would be collected into the cross gutter
and directed toward a new stormwater treatment system. The Project would be
designed to minimize impervious areas by meeting, but not exceeding, minimum
allowable driveway requirements. It would disconnect the impervious areas by
directing runoff to landscaping. It would also involve plantings in disturbed areas with
native and drought tolerant plants and trees. Approval of the Project would not result
in any significant effect related to water quality or drainage.
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6. The Property has no native vegetation and/or habitat. It is currently a commercial
Marine Sales facility that is entirely paved, with the exception of minor non-native
decorative vegetation. There is no potential for special -status plants or animals to
exist on the Property. The Project would not encroach into any jurisdictional waters or
areas that support native and/or sensitive habitat. The Property does not contain any
wetland area. There would be no significant direct or indirect impacts to wetland
environmentally sensitive habitat area ("ESHA") associated with the Project. For these
reasons, the Project site has no value as habitat for endangered, rare or threatened
species. Given the urban character of the surrounding area, no significant impacts to
biological resources would occur.
Findinq of Consistency with Section 21.52.015(F)(2)
Conforms with the public access and public recreation policies of Chapter 3 of the Coastal
Act if the project is located between the nearest public road and the sea or shoreline of
any body of water located within the coastal zone.
Facts in Support of Findinq of Consistency with Section 21.52.015(F)(2)
1. The Project does not impact public access in that the closest public viewpoint is above
the Property to the northeast at John Wayne Park. View simulations were provided as
part of the Project plans. The inland location of the Project site combined with the
elevated and sloping location of the adjacent park minimize coastal view impacts. The
Project's flat roof, which is void of mechanical equipment or vertical intrusions, and
strategic articulation of the building further protects coastal views; therefore, the
development would not impact coastal views.
2. The closest coastal view road is West Coast Highway, which is to the south, as
designated in the Coastal Land Use Plan. The Project is located entirely on private
property and would not inhibit coastal views from the road since the proposed
development would be constructed on the inland side of West Coast Highway. The
building would be three (3) stories (35 feet) high. The building architecture is designed
to provide an attractive appearance that is compatible with the surrounding area with
high quality materials, neutral colors, and architectural treatments to prevent building
monotony. Therefore, the Project does not have the potential to degrade the visual
quality of the coastal zone or result in significant adverse impacts to public views.
3. The Property is located in Mariners' Mile corridor area and is not located between the
nearest public road and the sea. Section 21.30A.040 (Determination of Public
Access/Recreation Impacts) of the NBMC, requires that the provision of public access
bear a reasonable relationship between the requirement and the Project's impact and
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be proportional to the impact. In this case, the Project involves the demolition of an
existing Marine Sales use the construction of a new mixed-use project. Although the
Project involves a change in intensity from the existing condition, mixed-use projects are
an intended and allowed use for the Property and the development complies with all
other applicable development standards including required parking as supported in the
findings set forth in Section 5. The Project is not anticipated to result in a significantly
increased demand on public access and recreation opportunities. The Property is
located on the inland side of West Coast Highway approximately 300 feet from Newport
Harbor, and does not provide any public access easements.
Section 4: In accordance with Subsection (F) of Section 20.52.080 (Site
Development Reviews) of the NBMC, the following findings and facts in support of Site
Development Review No. SD2019-003 are set forth as follows:
Findinq of Consistency with Section 20.52.080(F)(1)
The proposed development is allowed within the subject zoning district.
Facts in Support of Finding of Consistency with Section 20.52.080(F)(1)
The Property is zoned MU -MM (Mixed -Use Mariners' Mile), which allows properties
fronting on Coast Highway to be developed for nonresidential uses only. Properties to
the rear of the commercial frontage may be developed with freestanding nonresidential
uses, multi -unit residential dwelling units, or mixed-use structures that integrate
residential above the ground floor with nonresidential uses on the ground floor.
Notwithstanding the incentive and waiver requested through the allowed density bonus,
the Project complies with the applicable standards of the Zoning Code.
Findinq of Consistency with Section 20.52.080(F)(2)
The proposed development is in compliance with all of the following applicable criteria:
i. Compliance with this section, the General Plan, this Zoning Code, any applicable
specific plan, and other applicable criteria and policies related to the use or
structure;
ii. The efficient arrangement of structures on the site and the harmonious relationship
of the structures to one another and to other adjacent developments; and whether
the relationship is based on standards of good design;
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iii. The compatibility in terms of bulk, scale, and aesthetic treatment of structures on
the site and adjacent developments and public areas;
iv. The adequacy, efficiency, and safety of pedestrian and vehicular access, including
drive aisles, driveways, and parking and loading spaces;
v. The adequacy and efficiency of landscaping and open space areas and the use of
water efficient plant and irrigation materials; and
vi. The protection of significant views from public right(s)-of-way and compliance with
NBMC Section 20.30. 100 (Public View Protection).
Facts in Support of Finding of Consistency with Section 20 52 080(F)(2)
1. All Facts in Support of Coastal Development Permit findings are hereby incorporated
by reference.
2. The General Plan Land Use Element designates the site as MU -H1 (Mixed -Use
Horizontal), which provides for a horizontal intermixing of uses. For properties located
on the inland side of Coast Highway in the Mariners' Mile Corridor, where the Property
is located, the General Plan contemplates marine -related and highway -oriented
general commercial uses such as retail, office and food and drinking
establishments. Portions of properties to the rear of the Coast Highway frontage may
be developed with free-standing neighborhood -serving retail, multi -family residential
units, or mixed-use buildings that integrate residential with retail uses on the ground
floor. The Project would be consistent with the General Plan designation of MU -H1
(Mixed -Use Horizontal) by developing an office along Coast Highway and a multi-
family residential building to the rear of the commercial frontage.
Additionally, the Project would be consistent with the General Plan's density
limitations, which is 20.1-26.7 units per acre for the multi -family building. Additional
density has been requested under the State's density bonus law, as well as an
incentive request to reduce the minimum 0.25 floor area ratio (FAR) for nonresidential
development. The 5,096 square foot office space would result in a FAR of 11.9%.
3. Land Use Policies
Policy LU2.1 Resident -Serving Land Uses. Accommodate uses that support
the needs of Newport Beach's residents including housing, retail,
services, employment, recreation, education, culture,
entertainment, civic engagement, and social and spiritual activity
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that are in balance with _community natural resources and open
spaces.
Policy LU2.2 Sustainable and Complete Community. Emphasize the
development of uses that enable Newport Beach to continue as
a self-sustaining community and minimize the need for residents
to travel outside of the community for retail, goods and services,
and employment.
Policy LU 2.8 Adequate Infrastructure. Accommodate the types, densities,
and mix of land uses that can be adequately supported by
transportation and utility infrastructure (water, sewer, storm
drainage, energy, and so on) and public services (schools, parks,
libraries, seniors, youth, police, fire, and so on).
Policy LU 3.2 Growth and Change. Enhance existing neighborhoods, districts
and corridors, allowing for re -use and infill with uses that are
complementary in type, form, scale, and character. Changes in
use and/or density/intensity should be considered only in those
areas that are economically underperforming, are necessary to
accommodate Newport Beach's share of projected regional
population growth, improve the relationship and reduce
commuting distance between home and jobs, or enhance the
values that distinguish Newport Beach as a special place to live
for its residents. The scale of growth and new development shall
be coordinated with the provision of adequate infrastructure and
public services, including standards for acceptable traffic level of
service.
Policy LU 4.1 Land Use Diagram. ,Accommodate land use development
consistent with the Land Use Plan. Figure LU1 depicts the
general distribution of uses throughout the City and Figure LU2
through Figure LU15 depict specific use categories for each
parcel within defined Statistical Areas. Table LU1 (Land Use Plan
Categories) specifies the primary land use categories, types of
uses, and, for certain categories, the densities/intensities to be
permitted. The permitted densities/intensities or amount of
development for land use categories for which this is not included
in Table L U 1, are specified on the Land Use Plan, Figure L U4
through Figure LU15. These are intended to convey maximum
and, in some cases, minimums that may be permitted on any
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parcel within the designation or as otherwise specified by Table
LU2 (Anomaly Locations).
Goal LU 5.1 Residential neighborhoods that are well-planned and designed
contribute to the livability and quality of life of residents, respect
the natural environmental setting, and sustain the qualities of
place that differentiate Newport Beach as a special place in the
Southern California region.
Policy LU 6.19.4 Inland side of Coast Highway [designated as "MU -1-11,"
"CG(0.3)," and "CG(0.5)" Sub -Areas B and C]. Accommodate
a mix of visitor- and local -serving retail commercial, residential,
and public uses. The Coast Highway frontage shall be limited to
nonresidential uses. On inland parcels, generally between
Riverside Avenue and Tustin Avenue, priority should be placed
on accommodating uses that serve upland residential
neighborhoods such as grocery stores, specialty retail, small
service office, restaurants, coffee shops, and similar uses.
The Project is mixed-use that would include an office along Coast Highway, with a 36
unit affordable multi -family residential building to the rear of the site. The intent of the
Project is to add new commercial office and housing to an underutilized site to serve
the needs of the community. The mixed-use concept would foster a self-sustaining
community and the proposed uses would complement the existing type and character
of nearby development, which includes a variety of commercial and residential
development. The Project features a well-planned layout and high-quality design that
would contribute to the livability and quality of life of residents. There is capacity in the
sewer and water facilities, circulation, and other public services and facilities to provide
an adequate level of service to the proposed development. The Project represents
infill development that can be served by the existing infrastructure.
Additionally, the Property is located within the MU -H1 (Mixed -Use Horizontal)
designation, which is intended to accommodate a mix of visitor- and local -serving
retail, office, commercial, residential, and public uses. The mix of proposed uses
would be consistent with this designation.
4. Project Design Policies
Policy LU 5.1.9 Character and Quality of Multi -Family Residential. Require
that multi -family dwellings be designed to convey a high quality
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architectural character in accordance with the following
principles:
• Building Elevations:
o Treatment of the elevations of buildings facing public
streets and pedestrian ways as the principal fagades with
respect to architectural treatment to achieve the highest
level of urban design and neighborhood quality.
o Architectural treatment of building elevations and
modulation of mass to convey the character of separate
living units or clusters of living units, avoiding the
appearance of a singular building volume.
o Provide street- and path -facing elevations with high-quality
doors, windows, moldings, metalwork, and finishes.
• Ground Floor Treatment:
o Where multi -family residential is developed on large
parcels such as the Airport Area and West Newport Mesa:
■ Set ground -floor residential uses back from the
sidewalk or from the right-of-way, whichever yields the
greater setback to provide privacy and a sense of
security and to leave room for stoops, porches and
landscaping.
■ Raise ground -floor residential uses above the sidewalk
for privacy and security but not so much that
pedestrians' face blank walls or look into utility or
parking spaces.
■ Encourage stoops and porches for ground -floor
residential units facing public streets and pedestrian
ways.
o Where multi -family residential is developed on small
parcels, such as the Balboa Peninsula, the unit may be
located directly along the sidewalk frontage and entries
should be setback or elevated to ensure adequate
security.
• Roof Design:
o Modulate roof profiles to reduce the apparent scale of
large structures and to provide visual interest and variety.
• Parking:
o Design covered and enclosed parking areas to be integral
with the architecture of the residential units' architecture.
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• Open Space and Amenity:
o Incorporate usable and functional private open space for
each unit.
Policy 5.2.1 Architecture and Site Design. Require that new development
within existing commercial districts and corridors complement
existing uses and exhibit a high level of architectural and site
design in consideration of the following principals:
• Seamless connections and transitions with existing buildings,
except where developed as a free-standing building;
• Modulation of building masses, elevations and rooflines to
promote visual interest;
• Architectural treatment of all building elevations, including
ancillary facilities such as storage, truck loading and
unloading, and trash enclosures;
• Treatment of the ground floor of buildings to promote
pedestrian activity by avoiding long continuous blank walls,
incorporating extensive glazing for transparency, and
modulating and articulating elevations to promote visual
interest;
• Clear identification of storefront entries;
• Incorporation of signage that is integrated with the buildings'
architectural character;
• Architectural treatment of parking structures consistent with
commercial buildings, including the incorporation of retail in
the ground floors where the parking structure faces a public
street or pedestrian way,
• Extensive on-site landscaping, including mature vegetation to
provide a tree canopy to provide shade for customers;
• Incorporation of plazas and expanded sidewalks to
accommodate pedestrian, outdoor dining, and other activities,
• Clearly delineated pedestrian connections between business
areas, parking, and to adjoining neighborhoods and districts
(paving treatment, landscape, wayfinding signage, and so
on); and
• Integration of building design and site planning elements that
reduce the consumption of water, energy, and other
renewable resources.
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The Project includes a 5,096 square -foot office, 36 multi -family residential units, 69
at -grade parking spaces, 4,086 square feet of landscaping, and a 3,897 square -foot
second floor deck for outdoor recreation. The office would front Coast Highway and
would include a pitched roof. The residential portion of the building would be
developed behind the office and would feature a flat roof design.
The buildings would be constructed with high quality wood, glass, and metal siding to
integrate the design of the buildings with adjacent uses and the natural environment.
The parking areas would be easily accessible and would accommodate resident,
customer and employee parking needs. There would be two access points: one off of
Coast Highway and one off of Avon Street to access a shared parking lot for the
Project. The driveways would stay within the prolongation of the Property lines and a
dedication would be provided to meet City driveway standards. Pedestrian
connections would be provided along Coast Highway and throughout the Property.
Landscaping would be strategically incorporated to provide varied and high-quality
views of the fagades, with three trees along Coast Highway to be provided. The
residential building would feature a common deck area along both sides of the building
with additional landscaping.
5. Neighborhood Compatibility Policies
Policy LU 5.2.1 Architecture and Site Design. Require that new development
within existing commercial districts centers and corridors
complement existing uses and exhibit a high level of architectural
and site design in consideration of the following principles:
• Seamless connections and transitions with existing buildings,
except where developed as a free-standing building;
• Modulation of building masses, elevations, and rooflines to
promote visual interest;
• Architectural treatment of all building elevations, including
ancillary facilities such as storage, truck loading and
unloading, and trash enclosures;
• Treatment of the ground floor of buildings to promote
pedestrian activity by avoiding long, continuous blank walls,
incorporating extensive glazing for transparency, and
modulating and articulating elevations to promote visual
interest;
• Clear identification of storefront entries;
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• Incorporation of signage that is integrated with the buildings'
architectural character;
• Architectural treatment of parking structures consistent with
commercial buildings, including the incorporation of retail in
the ground floors where the parking structure faces a public
street or pedestrian way;
• Extensive on-site landscaping, including mature vegetation to
provide a tree canopy to provide shade for customers;
• Incorporation of plazas and expanded sidewalks to
accommodate pedestrian, outdoor dining, and other activities.,-
Clearly
ctivities;Clearly delineated pedestrian connections between business
areas, parking, and to adjoining neighborhoods and districts
(paving treatment, landscape, wayfinding signage, and so
on); and
• Integration of building design and site planning elements that
reduce the consumption of water, energy, and other
nonrenewable resources.
Policy LU 5.2.2 Buffering Residential Areas. Require that commercial uses
adjoining residential neighborhoods be designed to be
compatible and minimize impacts through such techniques as:
• Incorporation of landscape, decorative walls, enclosed trash
containers, downward focused lighting fixtures, and/or
comparable buffering elements;
• Attractive architectural treatment of elevations facing the
residential neighborhood;
• Location of automobile and truck access to prevent impacts
on neighborhood traffic and privacy.
Policy LU 5.3.5 Pedestrian -Oriented Architecture and Streetscapes. Require
that buildings located in pedestrian -oriented commercial and
mixed-use districts (other than the Newport Center and Airport
Area, which are guided by Goals 6.14 and 6.15, respectively,
specific to those areas) be designed to define the public realm,
activate sidewalks and pedestrian paths, and provide "eyes on
the street" in accordance with the following principles:
• Location of buildings along the street frontage sidewalk, to
visually form a continuous or semi -continuous wall with
buildings on adjacent parcels;
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• Inclusion of retail uses characterized by a high level of
customer activity on the ground floor; to ensure successful
retail -type operations, provide for transparency, elevation of
the first floor at or transitioning to the sidewalk, floor -to -floor
height, depth, deliveries, and trash storage and collection;
• Articulation and modulation of street -facing elevations to
promote interest and character,
• Inclusion of outdoor seating or other amenities that extend
interior uses to the sidewalk, where feasible;
• Minimization of driveways that interrupt the continuity of street
facing building elevations, prioritizing their location to side
streets and alleys where feasible.
Policy LU 6.16.5 Compatibility of Business Operations with Adjoining
Residential Neighborhoods. Work with local businesses to
ensure that retail, office, and other uses do not adversely impact
adjoining residential neighborhoods. This may include strategies
addressing hours of operation, employee loitering, trash pickup,
truck delivery hours, customer arrivals and departures, and other
activities.
Policy LU 5.3.6 Parking Adequacy and Location. Require that adequate
parking be provided and is conveniently located to serve tenants
and customers. Set open parking lots back from public streets
and pedestrian ways and screen with buildings, architectural
walls, or dense landscaping.
Policy LU6.16.6 Design Compatibility with Adjoining Residential
Neighborhoods. Require that building elevations facing
adjoining residential units be designed to convey a high-quality
character and ensure privacy of the residents, and that properties
be developed to mitigate to the maximum extend feasible impacts
of lighting, noise, odor, trash storage, truck deliveries, and other
business related activities. Building elevations shall be
architecturally treated and walls, if used as buffers, shall be well-
designed and landscaped to reflect the areas residential village
character.
The Project incorporates a variety of features to ensure neighborhood compatibility,
including a parking garage within the footprint of the building to minimize noise.
Landscaping and green screens would also be provided between adjacent uses to
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minimize noise. Pedestrian connections would be incorporated throughout the site
and would connect to sidewalks along Coast Highway.
The design of the Project would be high-quality and would be compatible with adjacent
uses with respect to building elevations. The architectural details would provide
modulation of building masses, elevations, and rooflines to promote visual interest.
The buildings would be three stories in height, which is compatible with surrounding
buildings that are generally two stories in height.
Adequate setbacks are incorporated into the Project design to ensure that the Project
would be compatible with the adjoining uses. Parking would be sufficient to
accommodate projected demand and would be located on the ground level beneath
the residential building in a convenient location for residents, visitors, customers, and
employees.
6. Mariners' Mile Strategic Vision and Design Framework
The Project is compliant with the Mariners' Mile Strategic Vision and Design
Framework. The office portion of the Project is consistent with the uses envisioned
along this inland area of Mariners' Mile. The Projects color scheme utilizes a neutral
white color with contrasting dark wood, bronze and tan trim elements consistent with
the Mariners' Mile color palate. The architecture respects views from above by
providing both flat and pitched rooflines that are free of mechanical equipment or
vertical intrusions such as elevator overruns. The Project's landscaping preserves
provides Palms along West Coast Highway consistent with the Mariners' Mile Coast
Highway edge landscaping framework. Additional landscape features include linear
concrete paver driveways, vine covered walls (green screen) and trees flanking the
Avon Street access driveway approach.
Finding of Consistency with Section 20.52.080(F)(3)
The proposed development is not detrimental to the harmonious and orderly growth of
the City, nor will it endanger, jeopardize, or otherwise constitute a hazard to the public
convenience, health, interest, safety, or general welfare of person residing or working in
the neighborhood of the proposed development.
Facts in Support of Finding of Consistency with Section 20 52 080(F)(3)
1. The Project has been designed to ensure that potential conflicts with surrounding land
uses are minimized to the extent possible to maintain a healthy environment for both
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businesses and residents by providing an architecturally pleasing Project with
articulation and building modulations to enhance the urban environment.
2. The proposed building has been designed to accommodate and provide safe access
for emergency vehicles, delivery trucks, and refuse collections vehicles, as
determined by the City Traffic Engineer.
3. The Project does not involve the use or manufacture of any hazardous substances
that could impact nearby development.
4. The new construction complies with all Building, Public Works, Fire Codes, City
ordinances, and all conditions of approval.
Section 5: In accordance with Section 19.12.070 (Required Findings for Action
on Tentative Maps (66412.3, 66473 et seq.)), the following findings and facts in support
of Tentative Parcel Map No. NP2020-013 are set forth as follows:
Finding of Consistency with Section 19.12.070(A)(1)
A. That the proposed map and the design or improvements of the subdivision are
consistent with the General Plan and any applicable specific plan, and with applicable
provisions of the Subdivision Map Act and this Subdivision Code.
Facts in Support of Finding of Consistency with Section 19 12 070(A)(1)
1. All Facts in Support of Site Development Review findings in support of consistency
with Sections 20.52.080(F)(1) and 20.52.080(F)(2) are hereby incorporated by
reference.
2. The Project has been conditioned to require public improvements, including the
reconstruction of sidewalks, curbs, and gutters on West Coast Highway and Avon
Street as necessary.
Finding of Consistency with Section 19.12.070(A)(2)
B. That the site is physically suitable for the type and density of development.
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Facts in Support of Finding of Consistency with Section 19.12.070(A)(2)
The Property is approximately 0.98 acres in size. The Property consists of five contiguous
parcels and is bound by Avon Street to the north, West Coast Highway to the south. The
proposed subdivision consolidates five existing parcels into a single parcel. The proposed
development is consistent with the type and density of development permitted for the site.
Finding of Consistency with Section 19.12.070(A)(3)
C. That the design of the subdivision or the proposed improvements are not likely to
cause substantial environmental damage nor substantially and avoidably injure fish or
wildlife or their habitat. However, notwithstanding the foregoing, the decision making
body may nevertheless approve such a subdivision if an environmental impact report
was prepared for the project and a finding was made pursuant to Section 21081 of the
California Environmental Quality Act that specific economic, social or other
considerations make infeasible the mitigation measures or project alternatives
identified in the environmental impact report.
Facts in Support of Finding of Consistency with Section 19 12 070(A)(3)
1. The Property is currently developed and located in an urbanized area and does not
contain any sensitive vegetation or habitat.
2. The Project is exempt from the California Environmental Quality Act ("CEQA") pursuant
to Section 15332 under Class 32 of the CEQA Guidelines, California Code of
Regulations, Title 14, Division 6, Chapter 3, because it has no potential to have a
significant effect on the environment.
Findinq of Consistency with Section 19.12.070(A)(4)
D. That the design of the subdivision or the type of improvements is not likely to cause
serious public health problems.
Facts in Support of Finding of Consistency with Section 19 12 070(A)(4)
All Facts in Support of Site Development Review Findings of Consistency with Section
20.52.080(F)(3) are hereby incorporated by reference.
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Finding of Consistency with Section 19.12.070(A)(5)
E. That the design of the subdivision or the type of improvements will not conflict with
easements, acquired by the public at large, for access through or use of property
within the proposed subdivision. In this connection, the decision-making body may
approve a map if it finds that alternate easements, for access or for use, will be
provided and that these easements will be substantially equivalent to ones previously
acquired by the public. This finding shall apply only to easements of record or to
easements established by judgment of a court of competent jurisdiction and no
authority is hereby granted to the City Council to determine that the public at large has
acquired easements for access through or use of property within a subdivision.
Facts in Support of Finding of Consistency with Section 19.12.070(A
The City Public Works and Utilities Departments have reviewed the Project to ensure the
proposed subdivision would not conflict with easements acquired by the public at large,
for access through, or use of property within the Project.
Finding of Consistency with Section 19.12.070(A)(6)
F. That, subject to the detailed provisions of Section 66474.4 of the Subdivision Map Act,
if the land is subject to a contract entered into pursuant to the California Land
Conservation Act of 1965 (Williamson Act), the resulting parcels following a
subdivision of the land would not be too small to sustain their agricultural use or the
subdivision will result in residential development incidental to the commercial
agricultural use of the land.
Facts in Support of Finding of Consistency with Section 19.12.070(A)(6)
1. The Property is not subject to the Williamson Act because the Property is not
designated as an agricultural preserve and is less than 100 acres in area.
2. The Property is developed with a commercial use and is located in a Zoning District
that does not permit agricultural development.
Finding of Consistency with Section 19.12.070(A)(7)
G. That, in the case of a "land project" as defined in Section 11000.5 of the California
Business and Professions Code: (1) There is an adopted specific plan for the area to
be included within the land project; and (2) the decision making body finds that the
proposed land project is consistent with the specific plan for the area.
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Facts in Support of Finding of Consistency with Section 19 12 070(A)(7)
1. California Business and Professions Code Section 11000.5 has been repealed by the
Legislature. However, this Project is not considered a "land project" as previously
defined in Section 11000.5 of the California Business and Professions Code because
the Property does not contain 50 or more parcels of land.
2. The Project is not located within a specific plan area.
Findinq of Consistency with Section 19.12.070(A)(8)
H. That solar access and passive heating and cooling design requirements have been
satisfied in accordance with Sections 66473.1 and 66475.3 of the Subdivision Map
Act.
Facts in Support of Finding of Consistency with Section 19 12 070(A)(8)
The Tentative Parcel Map and any future improvements are subject to the CBC which
requires new construction to meet minimum heating and cooling efficiency standards
depending on location and climate. The Newport Beach Building Division ensures
compliance with the CBC through the plan check and inspection process.
Findinq of Consistency with Section 19.12.070(A)(9)
That the subdivision is consistent with Section 66412.3 of the Subdivision Map Act
and Section 65584 of the California Government Code regarding the City's share of
the regional housing need and that it balances the housing needs of the region against
the public service needs of the City's residents and available fiscal and environmental
resources.
Facts in Support of Finding of Consistency with Section 19.12.070(A)(9)
1. The Project would add 36 housing units to the City's housing inventory including three
units affordable to Very Low -Income households. The redevelopment of an aging
commercial site with the addition of both market and affordable housing units balances
the City's housing needs while providing an updated commercial space (office) that
would generate employment opportunities in support of the City's fiscal resources.
2. The Property is currently developed and located in an urbanized area and does not
contain any sensitive vegetation or habitat.
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Finding of Consistency with Section 19.12.070(A)(10)
J. That the discharge of waste from the proposed subdivision into the existing sewer
system will not result in a violation of existing requirements prescribed by the Regional
Water Quality Control Board.
Facts in Support of Finding of Consistency with Section 19.12.070(A)(1 0)
The proposed subdivision would not create waste that would result in a violation of the
existing requirements prescribed by the Regional Water Quality Control Board. A
preliminary WQMP has been reviewed and approved by the City. The WQMP concludes
that implementation of the Project would not result in potentially significant impacts to the
drainage patterns on-site. Project storm water must comply with all applicable MS4
requirements to ensure that impacts to surface and ground water quality do not occur.
Water quality objectives would be achieved through the incorporation of BMPs identified
in the preliminary WQMP during construction and post -project implementation.
Finding of Consistency with Section 19.12.070(A)(11)
K. For subdivisions lying partly or wholly within the Coastal Zone, that the subdivision
conforms with the certified Local Coastal Program and, where applicable, with public
access and recreation policies of Chapter Three of the Coastal Act.
Facts in Support of Finding of Consistency with Section 19.12.070(A)(1 1)
All Facts in Support of Coastal Development Permit findings of consistency with Sections
21.52.015(F)(1) and 21.52.015(F)(2) are hereby incorporated by reference.
Section 6: In accordance with Chapter 20.32 (Density Bonus) of the NBMC, the
following findings and facts in support of the AHIP set forth in Exhibit "C," which is
attached hereto and incorporated herein by reference, are set forth as follows:
1. The proposed AHIP is consistent with the intent to implement affordable housing goals
within the City pursuant to Government Code Section 65915-65918 (State Density
Bonus Law), and Title 20 (Planning and Zoning), and Chapter 20.32 (Density Bonus)
of the Newport Beach Municipal Code ("NBMC").
2. The State Density Bonus Law and Chapter 20.32 of the NBMC provide for an increase
in the number of units of up to 35% above the maximum number of units allowed by
the General Plan, for projects that include a minimum of 11 % units affordable to Very
Low Income Households, in the case of the Project would provide three units
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affordable to Very Low Income households, which equates to 11 % of the 26 base
units. At the maximum density bonus of 35%, the Project is eligible for 10 additional
units above the 26 base units allowed by the General Plan for a total of 36 units.
3. With respect to the incentive request, the Applicant requests a reduction of the MU -
MM (Mixed -Use Mariner's Mile) minimum 0.25 floor area ratio ("FAR") for
nonresidential development. The 5,096 square foot office space would result in a FAR
of 11.9%. The proposed FAR reduction would reduce the cost of the nonresidential
development and, in turn, improve the Project's economic viability. Additionally, the
Applicant requests a reduction of the 100 -foot setback for residential units from West
Coast Highway. The setback reduction would permit additional parking to be provided
on site as well as result in articulation of the building mass including setbacks on the
east and west sides. The concession would enable windows to be provided on all
sides of the building providing view opportunities for residential units and in turn
increase their value to offset costs of providing affordable housing.
4. With respect to the development standard waiver request, pursuant to the MU -MM
(Mixed -Use Mariner's Mile) zoning standards, building heights are limited to a base
height of 26 feet with flat roofs, but may be increased through a site development
review application and coastal development permit to a height of 35 feet. Government
Code Section 65915(e)(1) provides that a city may not apply a development standard
that would have the effect of physically precluding the construction of the density
bonus units at the density permitted under the density bonus law. In the case of the
Project, a waiver of the 35 -foot height limit development standard to allow a height of
35 feet is requested to accommodate the Project. Notwithstanding the requested
waiver, findings to approve a height increase can be made.
5. As authorized pursuant to Government Code Section 65915-65918 (Density Bonus
Law) and NBMC Chapter 20.32 (Density Bonus), the Project is eligible for parking
requirements calculated in accordance with Government Code Section 65915(p).
Therefore, studio and one -bedroom units are required to provide one onsite parking
space per unit and two-bedroom units are required to provide two onsite parking
spaces.
Section 7: This Project is exempt from CEQA pursuant to Section 15332 under
Class 32 of the CEQA Guidelines, California Code of Regulations, Title 14, Division 6,
Chapter 3, because it has no potential to have a significant effect on the environment.
Class 32 exemptions for in -fill development projects are required to meet the following
conditions:
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1. The project is consistent with the applicable general plan designation and all
applicable general plan policies as well as with applicable zoning designation
and regulations.
The General Plan Land Use Element designates the site as MU -H1 (Mixed -Use
Horizontal), which provides for a horizontal intermixing of uses. For properties located
on the inland side of Coast Highway in the Mariners' Mile Corridor, where the Property
is located, the General Plan contemplates marine -related and highway -oriented
general commercial uses. Portions of properties to the rear of the commercial
frontage may be developed with free-standing neighborhood -serving retail, multi-
family residential units, or mixed-use buildings that integrate residential with retail uses
on the ground floor. The Project would be consistent with the General Plan
designation of MU -H1 (Mixed -Use Horizontal) by developing an office along Coast
Highway and a multi -family residential building to the rear of the commercial frontage.
Additionally, the Project would be consistent with the General Plan's density
limitations, which is 20.1-26.7 units per acre for the multi -family building. Additional
density has been requested under the State's density bonus law, as well as an
incentive request to reduce the minimum 0.25 floor area ratio (FAR) for nonresidential
development. The 5,096 square foot office space would result in a FAR of 11.9%.
Land Use Policies
Policy LU2.1 Resident -Serving Land Uses. Accommodate uses that support
the needs of Newport Beach's residents including housing, retail,
services, employment, recreation, education, culture,
entertainment, civic engagement, and social and spiritual activity
that are in balance with community natural resources and open
spaces.
Policy LU2.2 Sustainable and Complete Community. Emphasize the
development of uses that enable Newport Beach to continue as
a self-sustaining community and minimize the need for residents
to travel outside of the community for retail, goods and services,
and employment.
Policy LU 2.8 Adequate Infrastructure. Accommodate the types, densities,
and mix of land uses that can be adequately supported by
transportation and utility infrastructure (water, sewer, storm
drainage, energy, and so on) and public services (schools, parks,
libraries, seniors, youth, police, fire, and so on).
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Policy LU 3.2 Growth and Change. Enhance existing neighborhoods, districts
and corridors, allowing for re -use and infill with uses that are
complementary in type, form, scale, and character. Changes in
use and/or density/intensity should be considered only in those
areas that are economically underperforming, are necessary to
accommodate Newport Beach's share of projected regional
population growth, improve the relationship and reduce
commuting distance between home and jobs, or enhance the
values that distinguish Newport Beach as a special place to live
for its residents. The scale of growth and new development shall
be coordinated with the provision of adequate infrastructure and
public services, including standards for acceptable traffic level of
service.
Policy LU 4.1 Land Use Diagram. Accommodate land use development
consistent with the Land Use Plan. Figure LU1 depicts the
general distribution of uses throughout the City and Figure LU2
through Figure LU15 depict specific use categories for each
parcel within defined Statistical Areas. Table LU1 (Land Use Plan
Categories) specifies the primary land use categories, types of
uses, and, for certain categories, the densities/intensities to be
permitted. The permitted densities/intensities or amount of
development for land use categories for which this is not included
in Table LU1, are specified on the Land Use Plan, Figure LU4
through Figure LU15. These are intended to convey maximum
and, in some cases, minimums that may be permitted on any
parcel within the designation or as otherwise specified by Table
LU2 (Anomaly Locations).
Goal LU 5.1 Residential neighborhoods that are well-planned and designed
contribute to the livability and quality of life of residents, respect
the natural environmental setting, and sustain the qualities of
place that differentiate Newport Beach as a special place in the
Southern California region.
Policy LU 6.19.3 Marine -Related Businesses Protect and encourage facilities
that serve marine -related businesses and industries unless
present and foreseeable future demand for such facilities is
already adequately provided for in the area. Encourage coastal-
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dependent industrial uses to locate or expand within existing sites
and allow reasonable long term growth.
Policy LU 6.19.4 Inland side of Coast Highway [designated as "MU -1-11,"
"CG(0.3)," and "CG(0.5)" Sub -Areas Rand C]. Accommodate
a mix of visitor- and local -serving retail commercial, residential,
and public uses. The Coast Highway frontage shall be limited to
nonresidential uses. On inland parcels, generally between
Riverside Avenue and Tustin Avenue, priority should be placed
on accommodating uses that serve upland residential
neighborhoods such as grocery stores, specialty retail, small
service office.
Policy LU 6.19.6 Corridor Identity and Quality Implement landscape, signage,
lighting, sidewalk, pedestrian crossing, and other amenities
consistent with the Mariners' Mile Specific Plan District and
Mariners' Mile Strategic Vision and Design Plan. (Imp 20.1)
restaurants, coffee shops, and similar uses.
The Project is a mixed-use that would include a 5,096 square foot office along Coast
Highway, with a 36 unit affordable multi -family residential building to the rear of the site.
The previous marine sale use did not have direct access to sea and was not dependent
on its location to function. There are at least 12 marine related businesses in the area
including boat dealers, boat rentals and sailing and seamanship schools to serve current
and foreseeable demand. The intent of the Project is to add new office and housing to an
underutilized site to serve the needs of the community. The mixed-use concept would
foster a self-sustaining community and the proposed uses would complement the existing
type and character of nearby development, which includes a variety of commercial and
residential development. The Project features a well-planned layout and high-quality
design that would contribute to the livability and quality of life of residents. There is
capacity in the sewer and water facilities, circulation, and other public services and
facilities to provide an adequate level of service to the proposed development. The Project
represents infill development that can be served by the existing infrastructure.
The Property is located within the MU -H1 (Mixed -Use Horizontal) designation, which is
intended to accommodate a mix of visitor- and local -serving retail commercial, residential,
and public uses. The mix of proposed uses would be consistent with this designation.
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Project Design Policies
Policy LU 5.1.9 Character and Quality of Multi -Family Residential. Require
that multi -family dwellings be designed to convey a high-quality
architectural character in accordance with the following
principles:
• Building Elevations:
o Treatment of the elevations of buildings facing public
streets and pedestrian ways as the principal fagades with
respect to architectural treatment to achieve the highest
level of urban design and neighborhood quality.
o Architectural treatment of building elevations and
modulation of mass to convey the character of separate
living units or clusters of living units, avoiding the
appearance of a singular building volume.
o Provide street- and path -facing elevations with high-quality
doors, windows, moldings, metalwork, and finishes.
• Ground Floor Treatment.
o Where multi -family residential is developed on large
parcels such as the Airport Area and West Newport Mesa:
■ Set ground -floor residential uses back from the
sidewalk or from the right-of-way, whichever yields the
greater setback to provide privacy and a sense of
security and to leave room for stoops, porches and
landscaping.
■ Raise ground -floor residential uses above the sidewalk
for privacy and security but not so much that
pedestrians face blank walls or look into utility or
parking spaces.
■ Encourage stoops and porches for ground -floor
residential units facing public streets and pedestrian
ways.
o Where multi -family residential is developed on small
parcels, such as the Balboa Peninsula, the unit may be
located directly along the sidewalk frontage and entries
should be setback or elevated to ensure adequate
security.
• Roof Design:
o Modulate roof profiles to reduce the apparent scale of
large structures and to provide visual interest and variety.
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• Parking:
o Design covered and enclosed parking areas to be integral
with the architecture of the residential units' architecture.
• Open Space and Amenity:
o Incorporate usable and functional private open space for
each unit.
Policy 5.2.1 Architecture and Site Design. Require that new development
within existing commercial districts and corridors complement
existing uses and exhibit a high level of architectural and site
design in consideration of the following principals:
• Seamless connections and transitions with existing buildings,
except where developed as a free-standing building;
• modulation of building masses, elevations and rooflines to
promote visual interest;
• architectural treatment of all building elevations, including
ancillary facilities such as storage, truck loading and
unloading, and trash enclosures,
• treatment of the ground floor of buildings to promote
pedestrian activity by avoiding long continuous blank walls,
incorporating extensive glazing for transparency, and
modulating and articulating elevations to promote visual
interest;
• clear identification of storefront entries;
• incorporation of signage that is integrated with the buildings'
architectural character;
• architectural treatment of parking structures consistent with
commercial buildings, including the incorporation of retail in
the ground floors where the parking structure faces a public
street or pedestrian way;
• extensive on-site landscaping, including mature vegetation to
provide a tree canopy to provide shade for customers;
• incorporation of plazas and expanded sidewalks to
accommodate pedestrian, outdoor dining, and other activities,-
clearly
ctivities,clearly delineated pedestrian connections between business
areas, parking, and to adjoining neighborhoods and districts
(paving treatment, landscape, wayfinding signage, and so
on); and
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• integration of building design and site planning elements that
reduce the consumption of water, energy, and other
renewable resources.
The Project includes a 5,096 square -foot office 36 multi -family residential units, 65 at -
grade parking spaces, 4,085 square feet of landscaping, and a 3,897 square -foot second
story deck for outdoor recreation. The office would front Coast Highway and would include
a pitched roof. The residential building would be developed behind the office and would
feature a flat roof design.
The buildings would be constructed with high quality wood, glass, and metal siding to
integrate the design of the buildings with adjacent uses and the natural environment. The
parking areas would be easily accessible and would accommodate resident, customer
and employee parking needs. There would be two access points: one off Coast Highway
and one off Avon Street to access the shared parking lot for the Project. The driveways
would stay within the prolongation of the Property lines and a dedication would be
provided to meet City driveway standards. Pedestrian connections would be provided
along Coast Highway and throughout the site.
Landscaping would be strategically incorporated to provide varied and high-quality views
of the fagades, with three trees along Coast Highway to be provided. The residential
building would feature a common deck area along both sides of the building with
additional landscaping.
Neighborhood Compatibility Policies
Policy LU 5.2.1 Architecture and Site Design. Require that new development
within existing commercial districts centers and corridors
complement existing uses and exhibit a high level of architectural
and site design in consideration of the following principles:
• Seamless connections and transitions with existing buildings,
except where developed as a free-standing building;
• Modulation of building masses, elevations, and rooflines to
promote visual interest;
• Architectural treatment of all building elevations, including
ancillary facilities such as storage, truck loading and
unloading, and trash enclosures;
• Treatment of the ground floor of buildings to promote
pedestrian activity by avoiding long, continuous blank walls,
incorporating extensive glazing for transparency, and
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modulating and articulating elevations to promote visual
interest;
• Clear identification of storefront entries;
• Incorporation of signage that is integrated with the buildings'
architectural character;
• Architectural treatment of parking structures consistent with
commercial buildings, including the incorporation of retail in
the ground floors where the parking structure faces a public
street or pedestrian way;
• Extensive on-site landscaping, including mature vegetation to
provide a tree canopy to provide shade for customers
• Incorporation of plazas and expanded sidewalks to
accommodate pedestrian, outdoor dining, and other activities;
• Clearly delineated pedestrian connections between business
areas, parking, and to adjoining neighborhoods and districts
(paving treatment, landscape, wayfinding signage, and so
on); and
• Integration of building design and site planning elements that
reduce the consumption of water, energy, and other
nonrenewable resources.
Policy LU 5.2.2 Buffering Residential Areas. Require that commercial uses
adjoining residential neighborhoods be designed to be
compatible and minimize impacts through such techniques as:
• Incorporation of landscape, decorative walls, enclosed trash
containers, downward focused lighting fixtures, and/or
comparable buffering elements,
• Attractive architectural treatment of elevations facing the
residential neighborhood; and
• Location of automobile and truck access to prevent impacts
on neighborhood traffic and privacy.
Policy LU 5.3.5 Pedestrian -Oriented Architecture and Streetscapes. Require
that buildings located in pedestrian -oriented commercial and
mixed-use districts (other than the Newport Center and Airport
Area, which are guided by Goals 6.14 and 6.15, respectively,
specific to those areas) be designed to define the public realm,
activate sidewalks and pedestrian paths, and provide "eyes on
the street" in accordance with the following principles:
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• Location of buildings along the street frontage sidewalk, to
visually form a continuous or semi -continuous wall with
buildings on adjacent parcels;
• Inclusion of retail uses characterized by a high level of
customer activity on the ground floor; to ensure successful
retail -type operations, provide for transparency, elevation of
the first floor at or transitioning to the sidewalk, floor -to -floor
height, depth, deliveries, and trash storage and collection;
• Articulation and modulation of street -facing elevations to
promote interest and character,
• Inclusion of outdoor seating or other amenities that extend
interior uses to the sidewalk, where feasible; and
• Minimization of driveways that interrupt the continuity of street
facing building elevations, prioritizing their location to side
streets and alleys where feasible.
Policy LU 6.16.5 Compatibility of Business Operations with Adjoining
Residential Neighborhoods. Work with local businesses to
ensure that retail, office, and other uses do not adversely impact
adjoining residential neighborhoods. This may include strategies
addressing hours of operation, employee loitering, trash pickup,
truck delivery hours, customer arrivals and departures, and other
activities.
Policy LU 5.3.6 Parking Adequacy and Location. Require that adequate
parking be provided and is conveniently located to serve tenants
and customers. Set open parking lots back from public streets
and pedestrian ways and screen with buildings, architectural
walls, or dense landscaping.
Policy LU6.16.6 Design Compatibility with Adjoining Residential
Neighborhoods. Require that building elevations facing
adjoining residential units be designed to convey a high-quality
character and ensure privacy of the residents, and that properties
be developed to mitigate to the maximum extend feasible impacts
of lighting, noise, odor, trash storage, truck deliveries, and other
business related activities. Building elevations shall be
architecturally treated and walls, if used as buffers, shall be well-
designed and landscaped to reflect the areas residential village
character.
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The Project incorporates a variety of features to ensure neighborhood compatibility,
including a parking garage within the footprint of the building to minimize noise.
Landscaping and green screens would also be provided between adjacent uses to
minimize noise. Pedestrian connections would be incorporated throughout the site and
would connect to sidewalks along Coast Highway.
The design of the Project would be high-quality and would be compatible with adjacent
uses with respect to building elevations. The architectural details would provide
modulation of building masses, elevations, and rooflines to promote visual interest. The
buildings would be three stories in height, which is compatible with surrounding buildings
that are generally two stories in height.
Adequate setbacks are incorporated into the Project design to ensure that the Project
would be compatible with the adjoining uses. Parking would be sufficient to accommodate
projected demand and would be located on the ground level beneath the residential
building in a convenient location for residents, visitors, customers, and employees.
2. The proposed development occurs within city limits on a project site of no more
than five acres substantially surrounded by urban uses.
The Project site is within the Newport Beach city limits, and consists of 42,821 square
feet, or 0.98 acres. The site is surrounded by urban uses, including commercial uses
south, east and west of the site and commercial and single-family residential uses north
of the site.
3. The project site has no value, as habitat for endangered, rare or threatened
species.
The Property has no native vegetation and/or habitat. It is currently a commercial Marine
Sales facility that is entirely paved, with the exception of minor non-native decorative
vegetation. There is no potential for special -status plants or animals to exist on the
Property. The Project would not encroach into any jurisdictional waters or areas that
support native and/or sensitive habitat. The Property does not contain any wetland area.
There would be no significant direct or indirect impacts to wetland ESHA associated with
the Project. For these reasons, the Project site has no value as habitat for endangered,
rare or threatened species. Given the urban character of the surrounding area, no
significant impacts to biological resources would occur.
4. Approval of the project would not result in any significant effects relating to
traffic, noise, air quality, or water quality.
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The Project provides adequate parking capacity to support the proposed type and
intensity of uses. Chapter 20.40 of the NBMC (Off -Street Parking) requires off-street
parking in the amount of 21 spaces for the office use. Government Code Section 65915
(State density bonus law) requires a total of 39 spaces. The Project would provide a total
of 44 residential parking spaces, and 21 spaces for the office use which results in a five
space surplus above the minimum parking requirements.
A Noise Impact Analysis provided as Exhibit "D," which is attached hereto and
incorporated by reference was prepared for the Project on July 28, 2020, consistent with
applicable City of Newport Beach noise standards and the CEQA Guidelines. It
concluded that the Project would not create any sources of noise that would exceed
thresholds. The primary source of traffic noise for the future onsite residents would be
Coast Highway. Noise levels are not expected to exceed 64 dBA CNEL at the building
fagade, which is less than the City's 65 dBA CNEL exterior noise compatibility criteria for
residential mixed-use. A letter dated June 14, 2021 from Bill Lawson, P.E.,INCE, who
prepared the July 28, 2020 Noise Impact Analysis indicated Urban Crossroads reviewed
the Project revisions and found the proposed changes would not generate any additional
impacts beyond what was previously considered.
Project -related stationary -source noise levels would result from air conditioning units, the
trash enclosure, roof deck activities and vehicle movements. The closest sensitive
receptor to the site is an existing outdoor play area approximately 23 feet east of the site.
Stationary -source noise levels would be below applicable standards of 55 dBA Leq during
daytime hours and 50 dBA Leq during nighttime hours at all nearby sensitive receptor
locations.
During construction, the Project would generate noise and vibration. For construction
noise, the Noise Impact Analysis uses a threshold of 85 dBA Leq since the City does not
have a construction noise threshold. With the planned 8 to 16 -foot high temporary noise
barrier during demolition, site preparation and grading, the Project's construction noise
would be below 74 dBA Leq and would not expose sensitive receptors to construction
noise levels in excess of standards. Likewise, the highest vibration levels of 75.6 VdB at
the nearest sensitive receptor location would not exceed the vibration threshold of 78
Vd B.
An Air Quality and Greenhouse Gas Assessment was prepared for the Project, dated
June 10, 2020, provided as Exhibit "E," which is attached hereto as and incorporated by
reference. Neither short-term nor long-term air pollutant emissions generated by the
Project would exceed significance thresholds established by the South Coast Air Quality
Management District ("SCAQMD") as shown in Table 1 and 2 below. Localized air
emissions would similarly not exceed applicable thresholds. No sensitive receptor would
Resolution No. 2021-70
Page 32 of 34
be exposed to emissions in excess of standards during construction or operation. The
Assessment concluded that the Project would not produce the volume of traffic required
to generate a CO "hot spot" and would not have the potential to generate any
objectionable odors. Additionally, the Project would be consistent with all policies of the
Air Quality Management Plan. The Project's greenhouse gas emissions estimate of
718.74 metric tons of carbon dioxide equivalent ("MTCO2e") per year would not exceed
the screening threshold of 3,000 MTCO2e per year applicable SCAQMD threshold for
greenhouse gas emissions. Therefore, approval of the Project would not result in any
significant effects relating to air quality or greenhouse gas emissions. A letter dated June
141 2021 from Bill Lawson, P.E.,INCE, with Urban Crossroads, the firm that prepared the
July 10, 2020 Air Quality and Greenhouse Gas Assessment, attached hereto as Exhibit
"F" and incorporated herein by reference, indicated Urban Crossroads reviewed the
project revisions and found the proposed changes would not generate any additional
impacts beyond what was previously considered.
TABLE 1: PROJECT CONSTRUCTION EMISSIONS AND REGIONAL THRESHOLDS (WITHOUT MITIGATION)
Emissions
(lbs/day)
OC NOX CO SOX PM 10 PM2.5
Maximum Daily Emissions 64.06 17.08 8.50 0.03 1.65 0.89
SCAQMD Regional Threshold 75 100 550 150 150 55
Threshold Exceeded? I NO j NO I NO I NO �NCI I NO
l lbs/day = Pounds Per Day
TABLE 2: PROJECT OPERATIONAL EMISSIONS AND REGIONAL THRESHOLDS - WITHOUT MITIGATION
Emissions (lbs/day)
OC,
NOX
O
SOX
PM10
PM2.5
Summer Scenario
Area Source
10.25
0.76
20.69
0.05
2.69
2.69
Energy Source
0.02
0.17
0.08
0.00
0.01
0.01
Mobile
1.41
2.91
12.18
0.03
3.27
0.90
Total Maximum Daily Emissions
11.67
3.84
32.95
0.08
5.98
3.60
SCAQMD Regional Threshold
55
55
550
150
150
55
Threshold Exceeded?
NO
NO
NO
NO
NO
NO
Winter Scenario
Area Source
10.25
0.76
20.69
0.05
2.69
2.69
Energy Source
0.02
0.17
0.08
0.00
0.01
0.01
Mobile
1.47
3.02
11.85
0.03
3.27
0.90
Total Maximum Daily Emissions
11.74
3.94
32.63
0.08
5.98
3.60
SCAQMD Regional Threshold
55
55
550
150
150
55
Threshold Exceeded?
NO
NO
NO
NO
NO
NO
Resolution No. 2021-70
Page 33 of 34
A preliminary WQMP has been reviewed and approved by the City. The WQMP
concludes that implementation of the Project would not result in potentially significant
impacts to the drainage patterns on-site. Project storm water must comply with all
applicable MS4 requirements to ensure that impacts to surface and ground water quality
do not occur. Water quality objectives would be achieved through the incorporation of
BMPs identified in the preliminary WQMP during construction and post -project
implementation.
The new drainage pattern would match the existing drainage pattern, which drains
southerly toward Coast Highway. The flow would be collected into the cross gutter and
directed toward a new stormwater treatment system. The Project would be designed to
minimize impervious areas by meeting, but not exceeding, minimum allowable driveway
requirements. It would disconnect the impervious areas by directing runoff to landscaping.
It would also involve plantings in disturbed areas with native and drought tolerant plants
and trees. Approval of the Project would not result in any significant effect related to water
quality or drainage.
5. The site can be adequately served by all required utilities and public services.
All required utilities, including sewer, water, energy, etc., exist within the Project site.
Private sewer and water lines would be located within an easement along the central
portion of the site and connect to City sewer and water lines along Coast Highway. The
southern portion of the site provides drainage and utility access via several easements
and the Project would maintain access to these easements and utilities. No backbone
facilities (i.e., master -planned roads and/or utilities) would be required to accommodate
the Project. The nearest fire station is approximately one mile from the Project site at 32nd
Street and Via Oporto. All of the public services, including police and fire protection,
schools and parks and recreation, are adequate to accommodate the Project. Thus, the
site can be adequately served by all required utilities and public services.
Additionally, CEQA Class 32 consists of projects characterized as in -fill development
meeting the conditions described above. The Project consists of 36 multi -family
residential units and an office. It is consistent with the City's General Plan land use and
zoning designations. There is no reasonable probability that the Project would have a
significant effect on the environment due to unusual circumstances, nor would the Project
result in any short-term or long-term environmental impacts that were not previously
considered in the General Plan and General Plan EIR. As described above,
implementation of the Project would not result in any adverse effects on sensitive
biological resources, traffic, air quality, noise or water quality. Therefore, the Project
Resolution No. 2021-70
Page 34 of 34
meets all of the conditions described above for in -fill development and qualifies for a Class
32 exemption.
Section 8: The recitals provided in this resolution are true and correct and are
incorporated into the operative part of this resolution.
Section 9: If any section, subsection, sentence, clause or phrase of this
resolution is, for any reason, held to be invalid or unconstitutional, such decision shall not
affect the validity or constitutionality of the remaining portions of this resolution. The City
Council hereby declares that it would have passed this resolution, and each section,
subsection, sentence, clause or phrase hereof, irrespective of the fact that any one or
more sections, subsections, sentences, clauses or phrases be declared invalid or
unconstitutional.
Section 10: This resolution shall take effect immediately upon its adoption by the
City Council, and the City Clerk shall certify the vote adopting the resolution.
ADOPTED this 27th day of July, 2021.
ATTEST:
.� oX
Leilani I. Browns;
City Clerk
APPROVED AS TO FORM: RNP'
CITY TTORNEY'S OFFICE
C. v."-
Aaron C. Harp
City Attorney
Attachment(s): Exhibit A — Legal Description
Exhibit B — Conditions of Approval
Exhibit C —Affordable Housing Implementation Plan
Exhibit D — Noise Impact Analysis
Exhibit E — Air Quality & Greenhouse Gas Assessment
Exhibit F — June 14, 2021 letter from Urban Crossroads, Inc.
EXHIBIT "A"
Legal Description
PARCEL A:
PARCELS 1, 2 & 3, IN THE CITY OF NEWPORT BEACH, COUNTY OF ORANGE, STATE
OF CALIFORNIA AS SHOWN ON A PARCEL MAP FILED IN BOOK 85, PAGES 30 & 31
OF PARCEL MAPS IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
PARCEL B:
THAT PORTION OF LOT A, OF TRACT NO. 919, IN THE CITY OF NEWPORT BEACH,
COUNTY OF ORANGE, STATE OF CALIFORNIA AS SHOWN IN BOOK 29, PAGES 31
TO 34, INCLUSIVE OF MISCELLANEOUS MAPS, RECORDS OF SAID COUNTY,
DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE
SOUTHEASTERLY LINE OF TRACT NO.1133, SEAVIEW HEIGHTS, AS SHOWN ON
MAP RECORDED IN BOOK 36, PAGES 13 AND 14 OF MISCELLANEOUS MAPS IN SAID
OFFICE, WITH THE NORTHEASTERLY LINE OF LOT 19 OF LAST SAID TRACT;
THENCE ALONG THE SOUTHEASTERLY PROLONGATION OF SAID
NORTHEASTERLY LINE SOUTH 610,00'30" EAST 57.10 FEET TO A POINT IN THE
SOUTHWESTERLY PROLONGATION OF THE NORTHWESTERLY LINE OF THAT
CERTAIN LAND DESCRIBED IN DEED RECORDED IN BOOK 1396, PAGE 168 OF
OFFICIAL RECORDS IN SAID OFFICE; THENCE ALONG SAID SOUTHWESTERLY
PROLONGATION SOUTH 390 WEST, 35.65 FEET TO THE NORTHWESTERLY LINE OF
THE LAND DESCRIBED IN DEED RECORDED IN BOOK 975; PAGE 361 OF OFFICIAL
RECORDS IN SAID OFFICE; TO SAID SOUTHEASTERLY LINE; THENCE ALONG
SOUTHEASTERLY LINE NORTH 39043'30" EAST, 35.65 FEET TO THE POINT OF
BEGINNING.
PARCEL C:
PARCEL 1 OF PARCEL MAP NO. 90-173, IN THE CITY OF NEWPORT BEACH,
COUNTY OF ORANGE, STATE OF CALIFORNIA, AS PER MAP FILED IN BOOK 256,
PAGES 25 & 26 OF PARCEL MAPS, RECORD OF ORANGE COUNTY.
EXHIBIT "B"
CONDITIONS OF APPROVAL
Planning Division
The development shall be in substantial conformance with the approved site plan,
floor plans and building elevations stamped and dated with the date of this approval
(except as modified by applicable conditions of approval).
2. The Project is subject to all applicable City ordinances, policies, and standards,
unless specifically waived or modified by the conditions of approval.
3. The Applicant shall comply with all federal, state, and local laws. Material violation
of any of those laws in connection with the use may be cause for revocation of any
of the approved permits.
4. This approval may be modified or revoked by the Planning Commission should they
determine that the proposed uses or conditions under which it is being operated
or maintained is detrimental to the public health, welfare or materially injurious to
property or improvements in the vicinity or if the Property is operated or maintained
so as to constitute a public nuisance.
5. A copy of the Resolution, including conditions of approval Exhibit "B" shall be
incorporated into the Building Division and field sets of plans prior to issuance of
the building permits.
6. Prior to the issuance of a building permit, the Applicant shall submit to the Planning
Division an additional copy of the approved architectural plans for inclusion in the
Site Development Review Permit file. The plans shall be identical to those
approved by all City departments for building permit issuance. The approved copy
shall include architectural sheets only and shall be reduced in size to 11 inches by
17 inches. The plans shall accurately depict the elements approved by this Site
Development Review and shall highlight the approved elements such that they are
readily discernible from other elements of the plans.
7. Prior to the issuance of a building permit, the Applicant shall submit a landscape
and irrigation plan prepared by a licensed landscape architect. These plans shall
incorporate drought tolerant plantings and water efficient irrigation practices, and
the plans shall be approved by the Planning Division.
8. All landscape materials and irrigation systems shall be maintained in accordance
with the approved landscape plan. All landscaped areas shall be maintained in a
healthy and growing condition and shall receive regular pruning, fertilizing, mowing
and trimming. All landscaped areas shall be kept free of weeds and debris. All
irrigation systems shall be kept operable, including adjustments, replacements,
repairs, and cleaning as part of regular maintenance.
9. The site shall not be excessively illuminated based on the luminance
recommendations of the Illuminating Engineering Society of North America, or, if
in the opinion of the Director of Community Development, the illumination creates
an unacceptable negative impact on surrounding land uses or environmental
resources. The Director may order the dimming of light sources or other
remediation upon finding that the site is excessively illuminated.
10. Prior to the issuance of a building permit, the applicant shall prepare photometric
study in conjunction with a final lighting plan for approval by the Planning Division.
The survey shall show that lighting values are "1" or less at all property lines.
11. Prior to the issuance of a building permit, the applicant shall pay any unpaid
administrative costs associated with the processing of this application to the
Planning Division.
12. All noise generated by the proposed use shall comply with the provisions of
Chapter 10.26 (Community Noise Control) and other applicable noise control
requirements of the Newport Beach Municipal Code. The maximum noise shall be
limited to no more than depicted below for the specified time periods unless the
ambient noise level is higher:
13. Should the Property be sold or otherwise come under different ownership, any
future owners or assignees shall be notified of the conditions of this approval by
either the current business owner, property owner or the leasing agent.
14. Construction activities shall comply with Section 10.28.040 (Loud and
Unreasonable Noise, Construction Activity -Noise Regulations) of the Newport
Beach Municipal Code, which restricts hours of noise -generating construction
activities that produce noise to between the hours of 7:00 a.m. and 6:30 p.m.,
Monday through Friday, and 8:00 a.m. and 6:00 p.m. on Saturday. Noise -
generating construction activities are not allowed on Sundays or Holidays.
15. No outside paging system shall be utilized in conjunction with this establishment.
Between the hours of TOOAM
and 10:OOPM
Between the hours of
10:OOPM and TOOAM
Location
Interior
Exterior
Interior
Exterior
Residential Property
45dBA
55dBA
40dBA
50dBA
Residential Property located within
100 feet of a commercial propert
45dBA
60dBA
45dBA
50dBA
Mixed Use Property
45dBA
60dBA
45dBA
50dBA
Commercial Property
N/A
65dBA
N/A
60dBA
13. Should the Property be sold or otherwise come under different ownership, any
future owners or assignees shall be notified of the conditions of this approval by
either the current business owner, property owner or the leasing agent.
14. Construction activities shall comply with Section 10.28.040 (Loud and
Unreasonable Noise, Construction Activity -Noise Regulations) of the Newport
Beach Municipal Code, which restricts hours of noise -generating construction
activities that produce noise to between the hours of 7:00 a.m. and 6:30 p.m.,
Monday through Friday, and 8:00 a.m. and 6:00 p.m. on Saturday. Noise -
generating construction activities are not allowed on Sundays or Holidays.
15. No outside paging system shall be utilized in conjunction with this establishment.
16. All trash shall be stored within the building or within dumpsters stored in the trash
enclosure (three walls and a self -latching gate) or otherwise screened from view
of neighboring properties, except when placed for pick-up by refuse collection
agencies. The trash enclosure shall have a decorative solid roof for aesthetic and
screening purposes.
17. Twenty (21) parking spaces shall be signed and reserved for the office use during
business hours.
18. The exterior of the business shall be maintained free of litter and graffiti at all times.
The owner or operator shall provide for daily removal of trash, litter debris and graffiti
from the premises and on all abutting sidewalks within twenty (20) feet of the
premises.
19. The applicant shall ensure that the trash dumpsters and/or receptacles are
maintained to control odors. This may include the provision of either fully self-
contained dumpsters or periodic steam cleaning of the dumpsters, if deemed
necessary by the Planning Division. Cleaning and maintenance of trash dumpsters
shall be done in compliance with the provisions of Title 14, including all future
amendments (including Water Quality related requirements).
20. Deliveries and refuse collection for the facility shall be prohibited between the
hours of 10:00 p.m. and 7:00 a.m. on weekdays and Saturdays and between the
hours of 10:00 p.m. and 9:00 a.m. on Sundays and Federal holidays, unless
otherwise approved by the Director of Community Development, and may require
an amendment to this Use Permit.
21. Storage outside of the building in the front or at the rear of the Property shall be
prohibited, with the exception of the required trash container enclosure
22. A designated onsite pet relief area, subject to the review and approval of the Director
of Community Development, shall be provided onsite or dogs shall otherwise be
prohibited to reside onsite through a provision of each tenant's lease agreement.
23. A Special Events Permit is required for any event or promotional activity outside
the normal operational characteristics of the approved use, as conditioned, or that
would attract large crowds, involve the sale of alcoholic beverages, include any
form of on-site media broadcast, or any other activities as specified in the Newport
Beach Municipal Code to require such permits.
24. This approval shall expire and become void unless exercised within twenty-four (24)
months from the actual date of review authority approval, except where an extension
of time is approved in compliance with the provisions of Title 20 (Planning and
Zoning) of the Newport Beach Municipal Code.
25. A minimum of three (3) apartments units shall be made affordable to very low-income
households consistent with the Affordable Housing Implementation Plan dated July
14, 2020.
26. Prior to the issuance of a building permit an affordable housing agreement shall be
executed in a recordable form as required by the City Attorney's Office.
27. To the fullest extent permitted by law, applicant shall indemnify, defend and hold
harmless City, its City Council, its boards and commissions, officials, officers,
employees, and agents from and against any and all claims, demands, obligations,
damages, actions, causes of action, suits, losses, judgments, fines, penalties,
liabilities, costs and expenses (including without limitation, attorney's fees,
disbursements and court costs) of every kind and nature whatsoever which may arise
from or in any manner relate (directly or indirectly) to City's approval of 2510 West
Coast Highway Mixed -Use Project including, but not limited to, Coastal Development
Permit No. CD2019-062, Site Development Review No. SD2019-003, and Tentative
Parcel Map No. NP2020-013 (PA2019-249). This indemnification shall include, but
not be limited to, damages awarded against the City, if any, costs of suit, attorneys'
fees, and other expenses incurred in connection with such claim, action, causes of
action, suit or proceeding whether incurred by applicant, City, and/or the parties
initiating or bringing such proceeding. The applicant shall indemnify the City for all of
City's costs, attorneys' fees, and damages which City incurs in enforcing the
indemnification provisions set forth in this condition. The applicant shall pay to the
City upon demand any amount owed to the City pursuant to the indemnification
requirements prescribed in this condition.
Fire Department
28. Fire access shall have an unobstructed vertical clearance of not less than 13 feet
6 inches. California Fire Code Section 503.2.1 Off Street Fire Access shall be
provided on West Coast Highway - a designated safe place for fire department to
stage off the street for medical aids.
29. Group R occupancies shall be equipped throughout with an automatic sprinkler
system in accordance with CFC Section 903.2.8. California Building Code (CBC)
Section 420.5, Newport Beach Fire Department (NBFD) Guideline F.05 and NBFD
Guideline F.03. The fire sprinkler system shall be designed to an Ordinary Hazard
Group II throughout.
30. Fire Alarm Systems and Smoke Alarms shall be installed in Group R-1
occupancies as required in Sections 907.2.8.1 through 907.2.8.3 CFC Section
907.2.8. The increased distance for fire department access shall require an
automatic fire alarm system designed to the NFPA 72 standard.
31. All buildings and structures with one or more passenger service elevators shall be
provided with not less than one medical emergency service elevator to all landings
meeting the provisions of Section 3002.4a. California Building Code (CBC) Section
3002.4a.
32. Fire Hydrants are required and shall be provided within 400 feet of all portions of
a building. An approved route around the exterior of the facility or building shall
measure the distances. CFC Section 507.5.1.
33. All new buildings shall have approved radio coverage for emergency responders
within the building based upon the existing coverage levels of the public safety
communication systems of the jurisdiction at the exterior of the building. CFC
Section 510.1. An Emergency Responder Radio Coverage system for a duration
of not less than 24 hours. CFC Section 510.4.2.3.
34. Class I standpipes shall be installed and located as required per Newport Beach
Fire. Department. Standpipes are necessary due to lack of access around the
perimeter of the structure.
35. An approved water supply capable of supplying the required fire flow for fire
protection shall be provided to premises upon which facilities and buildings are
hereafter constructed or moved into or within the jurisdiction. CFC Section 507.1
36. As per Amendment to CFC Section 604.8, provide and install electrical outlets
connected to the emergency generator circuitry system when a generator is
required by Section 604.2 of the CFC in every fire control room and in other areas
as may be designated by the fire code official in the following locations:
a. In the main exit corridor of each, floor adjacent to each exit enclosure.
b. On every level in every stairwell.
C. In each elevator lobby.
d. In public assembly areas larger than 1,500 square feet.
e. In every fire control room.
f. In such other areas as may be designated by the fire code official.
37. Liquid or gas -fueled vehicles, boats or other motor craft shall not be located
indoors except as follows:
a. Batteries are disconnected.
b. Fuel in fuel tanks does not exceed one-quarter tank or 5 gallons (whichever
is least).
C. Fuel tanks and fill openings are closed and sealed to prevent tampering
d. Vehicles, boats or other motor craft equipment are not fueled or defueled
within the building.
38. Fire lanes shall be identified as per NBFD Guideline C.02 and shown as indicated
on the plans.
39. During construction, an approved water supply for fire protection, either temporary
or permanent, shall be made available as soon as combustible material arrives on
the site. CFC Section 3312.1
40. Construction Access. Either temporary or permanent roads, capable of supporting
vehicle loading under all weather conditions, shall provide vehicle access. Vehicle
access shall be maintained until permanent fire apparatus access roads are
available. NBFD Guideline C.01.
41. The elevator designated the medical emergency elevator shall be equipped with a
key switch to recall the elevator nonstop to the main floor. CBC Section 3002.4.4a
42. Fire Flow needs to be determined as per NBFD Guideline B.01.
43. The Fire Department Connection (FDC) shall be on the address side of the building
and located a minimum of 30 feet from beginning of the radius for the driveway
approach; arranged so they are located immediately adjacent to the approved fire
department access road so that hose lines can be readily and conveniently
attached to the inlets without interference from nearby objects including building,
fence, posts, or other fire department connections. NBFD Guideline F.04.
44. The FDC shall be located no more than 100 feet from a public hydrant. NBFD
Guideline F.04.
45. Fire Pits must be installed as per California Mechanical Code 932.0 and the
manufacturer's specifications.
46. Gates across the fire access or gates blocking pedestrian access must be
equipped with a means for emergency personnel to enter the property via the road.
Newport Beach Fire Department Guideline C.01.
47. Walls separating dwelling units in the same building, walls separating sleeping
units in the same building and walls separating dwelling or sleeping units from
other occupancies contiguous to them in the same building shall, be constructed
as fire partitions in accordance with Section 708. CBC Section 420.2
48. Floor assemblies separating dwelling units in the same building, floor assemblies
separating sleeping units in the same building and floor assemblies separating
dwelling or sleeping units from other occupancies contiguous to them in the same
building shall be constructed as horizontal assemblies in accordance with Section
711. CBC Section 420.3.
49. The elevator car shall be of such a size and arrangement to accommodate a 24 -
inch by 84 -inch ambulance gurney or stretcher with not less than 5-inchy radius
corners, in the horizontal, open position, shall be provided with a minimum clear
distance between walls or between walls and door excluding return panels not less
than 80 inches by 54 inches, and a minimum distance from wall to return panel not
less than 51 inches with a 42 -inch side slide door. CBC Section 3002.4.3a
50. Emergency responder radio coverage systems shall be provided with standby
power in accordance with Section 604. The standby power supply shall be capable
of operating the emergency responder radio coverage system for a duration of not
less than 24 hours. CFC Section 510.4.2.3.
51. Dumpsters and containers with an individual capacity of 1.5 cubic yards or more
shall not be stored in buildings or placed within 5 feet of combustible walls,
openings or combustible to roof eave lines. CFC Section 304.3.3.
52. A two-way communication system complying with Sections 12009.8.1 and
1009.8.2 shall be provided at the landing serving each elevator or bank of elevators
on each accessible floor that is one or more stories above or below the level of exit
discharge. CFC Section 1009.8.
53. Standpipes shall be provided in the parking structure due to the increased distance
of fire department access.
Building Division
54. The applicant is required to obtain all applicable permits from the City's Building
Division and Fire Department. The construction plans must comply with the most
recent, City -adopted version of the California Building Code. The construction plans
must meet all applicable State Disabilities Access requirements. Approval from the
Orange County Health Department is required prior to the issuance of a building
permit.
55. The applicant shall employ the following best available control measures
("BACMs") to reduce construction -related air quality impacts:
Dust Control
Water all active construction areas at least twice daily.
Cover all haul trucks or maintain at least two feet of freeboard.
Pave or apply water four times daily to all unpaved parking or staging
areas.
• Sweep or wash any site access points within two hours of any visible dirt
deposits on any public roadway.
• Cover or water twice daily any on-site stockpiles of debris, dirt or other dusty
material.
• Suspend all operations on any unpaved surface if winds exceed 25 mph.
Emissions
• Require 90 -day low-NOx tune-ups for off road equipment.
• Limit allowable idling to 30 minutes for trucks and heavy equipment
Off -Site Impacts
• Encourage car pooling for construction workers.
• Limit lane closures to off-peak travel periods.
• Park construction vehicles off traveled roadways.
• Wet down or cover dirt hauled off-site.
• Sweep access points daily.
• Encourage receipt of materials during non -peak traffic hours.
• Sandbag construction sites for erosion control.
Fill Placement
• The number and type of equipment for dirt pushing will be limited on any
day to ensure that SCAQMD significance thresholds are not exceeded.
• Maintain and utilize a continuous water application system during earth
placement and compaction to achieve a 10 percent soil moisture content in
the top six-inch surface layer, subject to review/discretion of the
geotechnical engineer.
56. Prior to the issuance of a grading permit, a Storm Water Pollution Prevention Plan
(SWPPP) and Notice of Intent (NOI) to comply with the General Permit for
Construction Activities shall be prepared, submitted to the State Water Quality
Control Board for approval and made part of the construction program. The Project
applicant will provide the City with a copy of the NOI and their application check as
proof of filing with the State Water Quality Control Board. This plan will detail
measures and practices that will be in effect during construction to minimize the
Project's impact on water quality.
57. Prior to the issuance of a grading permit, the applicant shall prepare and submit a
Water Quality Management Plan (WQMP) for the Project, subject to the approval
of the Building Division and Code and Water Quality Enforcement Division. The
WQMP shall provide appropriate Best Management Practices (BMPs) to ensure
that no violations of water quality standards or waste discharge requirements
occur.
58. A list of "good housekeeping" practices will be incorporated into the long-term post -
construction operation of the site to minimize the likelihood that pollutants will be
used, stored or spilled on the site that could impair water quality. These may
include frequent parking area vacuum truck sweeping, removal of wastes or spills,
limited use of harmful fertilizers or pesticides, and the diversion of storm water
away from potential sources of pollution (e.g., trash receptacles and parking
structures). The Stage 2 WQMP shall list and describe all structural and non-
structural BMPs. In addition, the WQMP must also identify the entity responsible
for the long-term inspection, maintenance, and funding for all structural (and if
applicable Treatment Control) BMPs.
59. Building with mixed types of construction shall comply with Section 510 of the
California Building Code.
60. Elevators shall not be permitted to open directly into exit enclosures.
61. Building exiting shall comply with California Building Code.
Public Works Department
62. A Parcel Map shall be recorded. The Map shall be prepared on the California
coordinate system (NAD83). Prior to recordation of the Map, the
surveyor/engineer preparing the Map shall submit to the County Surveyor and the
City of Newport Beach a digital -graphic file of said map in a manner described in
Section 7-9-330 and 7-9-337 of the Orange County Subdivision Code and Orange
County Subdivision Manual, Subarticle 18. The Map to be submitted to the City
of Newport Beach shall comply with the City's CADD Standards. Scanned
images will not be accepted.
63. Prior to recordation of the parcel map, the surveyor/engineer preparing the map
shall tie the boundary of the map into the Horizontal Control System established
by the County Surveyor in a manner described in Sections 7-9-330 and 7-9-337 of
the Orange County Subdivision Code and Orange County Subdivision Manual,
Subarticle 18. Monuments (one -inch iron pipe with tag) shall be set On Each Lot
Corner unless otherwise approved by the Subdivision Engineer. Monuments shall
be protected in place if installed prior to completion of construction project.
64. The conflicting easement (i.e. private sewer, water, storm drain, ingress, and
egress easements) within the project shall be vacated prior to the final parcel map
processing or shall be vacated as part of the proposed parcel map.
65. The project shall provide a 12 -foot wide dedication for street -purposes along the
West Coast Highway frontage.
66. The project shall provide a minimum 12 foot dedication at the easterly property
line transitioning to 26 foot at the westerly property line for street purposes to the
Avon Street extension frontage.
67. Applicant to design and construct the ultimate Avon Street widening along the
frontage of the project site per Public Works Department requirements and
approval. Non-standard improvements are prohibited within the limits of the
new 12 to 26 foot wide street dedication area along Avon Street
68. No structural improvements shall be permitted within the limits of the new 12 -foot
wide street dedication along the West Coast Highway frontage and new 12 to
26 foot wide street dedication along the Avon Street extension frontage.
69. Each unit shall be served by separate sewer and water services unless otherwise
waived by the Utilities Director. If waived by the Utilities Director, at a minimum
the residential and commercial uses shall have separate sewer and water services.
Each sewer and water service shall be installed per applicable City Standards.
70. The driveways shall be constructed and installed per City Standard STD -160. A
minimum 4 -foot wide accessible walkway shall be provided at the top of the
driveway approach.
71. Reconstruct curb, gutter and sidewalks along the West Coast Highway and Avon
Street extension project frontages per the applicable City Standards.
72. Parking layout shall comply with City Standard STD -805. All drive aisles shall be
a minimum of 26 -feet wide. No obstruction shall be permitted to project into the
required width of the drive aisle.
73. All improvements shall be constructed as required by Ordinance and the Public
Works Department.
74. All existing overhead utilities shall be undergrounded.
75. An encroachment permit is required for all work activities within the public right-of-
way.
76. All on-site drainage shall comply with the latest City Water Quality requirements.
77. All unused water services to be abandoned shall be capped at the main
(corporation stop) and all unused sewer laterals to be abandoned shall be capped
at property line. If the sewer lateral to be abandoned has an existing cleanout,
abandonment shall include removal of the cleanout riser, the 4TT box and the wye.
Sewer lateral shall then be capped where the wye used to be.
78. Sewer and water demand study shall be reviewed and approved by the Public
Works and Utilities Departments. Any City required improvements to
accommodate the proposed project shall be designed and constructed at the
owner's expense.
79. Fire Flow analysis shall be reviewed and approved by the Public Works
Department, Utilities Department and Fire Marshall. Any City required
improvements to accommodate the proposed project shall be designed and
constructed at the owner's expense.
80. A construction management plan (CMP) shall be reviewed and approved by the
City Traffic Engineer and the Community Development Director prior to the
issuance of a building permit.
81. Project driveways and internal circulation areas shall be designed to accommodate
adequate sight distance. The final design shall be subject to further review and
approval by the City Traffic Engineer.
82. Driveway slopes shall comply with City Standard STD -167-B.
83. The proposed street tree removals and installation of new street trees shall be
subject to further review and approval by the Public Works Department Municipal
Operations Division.
EXHIBIT "C"
Affordable Housing Implementation Plan
EXHIBIT "C"
2510 W. COAST HIGHWAY/2530 W. COAST HIGHWAY
AFFORDABLE HOUSING IMPLEMENTATION PLAN AND DENSITY BONUS APPLICATION
RESUBMITTED JULY 14, 2021
Prepared by
Springbrook,:, ff[
Realty Advisors, Inc.
080335\12939763x2
2510 W. COAST HIGHWAY/2530 W. COAST HIGHWAY
AFFORDABLE HO USING IMPLEMENTATION PLAN AND DENSITY BONUS APPLICATION
RESUBMITTED JULY 14, 2021
Project Description & Affordability Level
The developer, 2510 W. Coast Hwy LLC and 2510 W. Coast Hwy Eat LLC (collectively
"Developer") is proposing the 2510 W. Coast Highway/2530 W. Coast Highway mixed-use
development (described herein as "2510 W. Coast Highway" or "project") on a .98 net acre site
located in the Mariner's Mile area. The site is located South of the intersection of Tustin Avenue
and West Coast Highway. The Newport Beach General Plan designates the project site as Mixed -
Use Horizontal and the zoning is Mixed -Use H1 -MM. The project site was recently used as a
boat sales facility and today is used as an office for an automobile auction company. The
proposed project will consist of 36 residential units and approximately 5,096 square feet of
commercial space to be used as an office. No office tenant has been identified yet.
The Mixed -Use H1 -MM Zoning requires a minimum lot area of 1,631 square feet per residential
unit. This results in a maximum of 26 residential units (before applying density bonus)
Eligibility for Density Bonus
The 2510 W. Coast Highway development will provide 3 units affordable to Very Low Income
households, 11 % of the Base Units as described in Table 1 on the next page. This will comply
with the provisions of Government Code Section 65915 applicable to a 35% density bonus. Rents
for the Very Low Income units will be computed in accordance with Health and Safety Code Sec.
50053, as required by Government Code Section 65915(c)(1).
Density Bonus Computation and Term of Affordability
The density bonus computation for the project per Government Code Section 65915 is shown
in Table 1 on the next page:
080335\12939763v2
2510 West Coast Highway
Affordable Housing Plan
July 14, 2021
Table I
Density Bonus Computation
Project Area _
42,821 s.f.
Minimum Lot Area Per Unit
1,631 s.f.
Allowable Residential Units Before Density Bonus
(Base Units)
26
Eligible Density Bonus 35%
10
Density Bonus Utilized
10
Total Units
36
The Developer intends to operate the apartment project as a rental community. The 3 Very
Low Income units will remain rent restricted for a minimum of 55 years, per Government Code
Section 65915(c)(1).
Reduction in Parking
The 2510 W. Coast Highway development meets the criteria of subdivision (b) of Government
Code Sec. 65915 and Section 20.32.030 of the City's Zoning Code by providing more than five
percent (5%) of the total units of a housing development (excluding any units permitted by the
density bonus awarded pursuant to that section) for Very Low Income households. Government
Code Section 65915(p) and Section 20.32.040 of the City's Zoning Code provides the following:
(1) Upon the request of the developer, no city, county, or city and county shall
require a vehicular parking ratio, inclusive of handicapped and guest parking, of a
development meeting the criteria of subdivision (b), that exceeds the following
ratios:
a. Zero to one bedrooms: one onsite parking space.
b. Two to three bedrooms: 1.5 onsite parking spaces.
(2) If the total number of parking spaces required for a development is other than a
whole number, the number shall be rounded up to the next whole number. For
purposes of this subdivision, a development may provide "onsite parking" through
tandem parking or uncovered parking, but not through street parking.
Table 2 on the next page is a summary of Government Code Sec. 65915 parking requirements
vs. spaces to be provided. The Developer requests that parking requirements for the residential
units be calculated in accordance with Government Code Sec. 65915(p). As shown in Table
2, the project proposes five surplus parking spaces.
2
080335\12939763v2
2510 West Coast Highway
Affordable Housing Plan
July 14, 2021
Table 2
Parking Requirements
Af 6rdable Unit Mix
The mix of the three affordable units to be provided will be in proportion to the overall unit mix
as follows in Table 3:
Table 3
Affordable Unit Mix
Stalls/Unit
Total Stalls
Total Units
Number
Per Gov.
Per Gov.
Unit Type
of Units
Code
Code
Studio
8
1.0
8
1 BR
22
1.0
22
2 BR
6
1.5
9
Total Parking Stalls Required -
Residential Units
36
1.1
39
Parking Provided for Office
21
Total Parking Stalls Required
60
Total Parking Stalls Provided
65
Af 6rdable Unit Mix
The mix of the three affordable units to be provided will be in proportion to the overall unit mix
as follows in Table 3:
Table 3
Affordable Unit Mix
Development Incentive Requests
Pursuant to Government Code Section 65915(d)(1) and Section 20.32 of the City's Zoning Code,
the Developer is entitled to two concessions or incentives as a result of providing at least eleven
percent (11%) of the units as affordable for Very Low Income households. The Developer
requests the following development incentives:
1. The Developer requests a waiver of the MU -MM zone's minimum 0.25 floor area ratio
(FAR) for nonresidential development. The approximately 5,096 s.f. of commercial
(office) space will result in a FAR of approximately 0. 12. The proposed FAR waiver will
reduce the cost of the nonresidential development, thus improving the economic viability
of the overall project and helping to fund the cost of providing the affordable housing. It
3
080335\12939763v2
Total Affordable
Unit Type
Total Units
Units
Studio
8
1
1 Bedroom
22
2
2 Bedroom
6
0
Total
36
3
Development Incentive Requests
Pursuant to Government Code Section 65915(d)(1) and Section 20.32 of the City's Zoning Code,
the Developer is entitled to two concessions or incentives as a result of providing at least eleven
percent (11%) of the units as affordable for Very Low Income households. The Developer
requests the following development incentives:
1. The Developer requests a waiver of the MU -MM zone's minimum 0.25 floor area ratio
(FAR) for nonresidential development. The approximately 5,096 s.f. of commercial
(office) space will result in a FAR of approximately 0. 12. The proposed FAR waiver will
reduce the cost of the nonresidential development, thus improving the economic viability
of the overall project and helping to fund the cost of providing the affordable housing. It
3
080335\12939763v2
2510 West Coast Highway
Affordable Housing Plan
July 14, 2021
will also allow for the addition of various residential amenities (e.g., fitness rooms,
outdoor open space areas, surplus parking spaces) which enhance the ability of the
project's market rate residential units to support the affordable units.
2. The Developer requests a waiver of the 100 foot setback for residential units from Pacific
Coast Highway. This waiver will permit additional parking to be provided on the site as
well as result in articulation in the building mass, including setbacks on the East and West
sides of the building, substantially improving the overall appearance of the development.
This waiver will also enable the building to include windows on all sides of the project
and will result in a more pleasing building mass. Finally, this waiver will provide view
opportunities for the residential units, enhancing their value and thus helping to fund the
cost of providing the affordable housing.
Approval of these incentive requests will also enable the project to meet the goal of "Five Sided
Architecture" as set forth in the Mariner's Mile Strategic Vision & Design Framework. The
incentive requests are consistent with the City of Newport Beach Local Coastal Program
Implementation Plan which provides that density bonuses, as set forth in Government Code
Sections 65915 through 65917 (which includes the sections pertaining to incentive requests),
may be granted for projects that offer units affordable to lower, low, and moderate -income
households. As set forth in Government Code Section 659150)(1) the granting of a concession
or incentive shall not require a local coastal plan amendment, zoning change study or other
discretionary approval.
Development Standards Waiver Request
Government Code Sec. 65915(e)(1) provides that a city or county may not apply any
development standard (including height limits) that will have the effect of physically precluding
the construction of a density bonus project at the density permitted under the density bonus
statute. The Mixed -Use H1 -MM zoning specifies a maximum height of 26 ft. from the
established grade for a roof with less than a 3/12 roof pitch which may be increased to as much
as 35 ft. for properties in the Shoreline Height Limitation Zone through the approval of a coastal
development permit application. The maximum height for the 2510 W. Coast Highway
development is 35 ft.
In accordance with Government Code Sec. 65915(e)(1) and as permitted pursuant to Section
21.30.060 of the Local Coastal Program Implementation Plan, the Developer requests that a
waiver be granted for the 2510 W. Coast Highway development to permit a 35 ft. maximum
height. Without this waiver, the project will not be able to accommodate the additional units
permitted by the Zoning Code and Government Code Sec. 65915.
Income Limits and Examples of Eligible Tenants for Affordable Homes
Very Low Income Households are defined as households whose gross income does not exceed
80% of area median income, adjusted for household size. Table 4 below shows the maximum
income limits for 2021 (effective through Spring 2022) as determined by the U.S. Department
rd
080335\12939763v2
2510 West Coast Highway
Affordable Housing Plan
July 14, 2021
of Housing and Urban Development and the California Department of Housing and Community
Development ("HCD") for Very Low Income households with household sizes appropriate for
the 2510 W. Coast Highway development:
Table 4
Maximum Income Limits
Higher income limits apply to larger families; those families however are not considered to be a
target market for 2510 W. Coast Highway, where the unit mix for the affordable homes is
anticipated to consist of studios and one -bedroom apartment homes.
The 3 affordable homes that Developer will provide will be rented to eligible Very Low Income
Households. As shown in Table 4, Very Low Income Households includes incomes ranging
from $47,100 per year for a one-person household to $60,550 per year for a three-person
household. As such this could include retail and food service industry employees, certain City
employees, school district employees, health care professionals, and other occupations which
provide needed services to our community.
In order to provide opportunities to workers to live in one of the affordable homes, the City could
provide guidelines providing for acceptance of applications on a priority basis from classes of
individuals who qualify under the income limits in effect. The guidelines could provide for
priority treatment for local residents, City employees, employees of the local school district, and
other categories identified by the City for priority treatment.
Rental Rate Limits for Affordable Homes
The 3 Very Low Income units shall be rented at an affordable rent calculated in accordance with
the provisions of Section 50053 of the Health and Safety Code. Section 50053 of the Health and
Safety Code limits affordable rent to 30% of total income for a Very Low Income household, as
calculated in Table 5 below. That section also requires that the rent for a studio unit assumes a
one-person household for rent calculation purposes and a one -bedroom unit assumes a two -person
household. The rents calculated are then adjusted by a utility allowance as determined annually
by the County of Orange Housing & Community Services Department. As of October 1, 2020,
the reduction for the utility allowance is $141.00 per month for a studio unit and $155.00 per
month for a one -bedroom unit. The utility allowance utilized assumes gas cooking, space heating,
5
080335\12939763v2
Very Low Income Units
Maximum Annual
Household Size
Income - 2021/22
1 Person
$47,100
2 Person
53,800
3 Person
60,550
Higher income limits apply to larger families; those families however are not considered to be a
target market for 2510 W. Coast Highway, where the unit mix for the affordable homes is
anticipated to consist of studios and one -bedroom apartment homes.
The 3 affordable homes that Developer will provide will be rented to eligible Very Low Income
Households. As shown in Table 4, Very Low Income Households includes incomes ranging
from $47,100 per year for a one-person household to $60,550 per year for a three-person
household. As such this could include retail and food service industry employees, certain City
employees, school district employees, health care professionals, and other occupations which
provide needed services to our community.
In order to provide opportunities to workers to live in one of the affordable homes, the City could
provide guidelines providing for acceptance of applications on a priority basis from classes of
individuals who qualify under the income limits in effect. The guidelines could provide for
priority treatment for local residents, City employees, employees of the local school district, and
other categories identified by the City for priority treatment.
Rental Rate Limits for Affordable Homes
The 3 Very Low Income units shall be rented at an affordable rent calculated in accordance with
the provisions of Section 50053 of the Health and Safety Code. Section 50053 of the Health and
Safety Code limits affordable rent to 30% of total income for a Very Low Income household, as
calculated in Table 5 below. That section also requires that the rent for a studio unit assumes a
one-person household for rent calculation purposes and a one -bedroom unit assumes a two -person
household. The rents calculated are then adjusted by a utility allowance as determined annually
by the County of Orange Housing & Community Services Department. As of October 1, 2020,
the reduction for the utility allowance is $141.00 per month for a studio unit and $155.00 per
month for a one -bedroom unit. The utility allowance utilized assumes gas cooking, space heating,
5
080335\12939763v2
2510 West Coast Highway
Affordable Housing Plan
July 14, 2021
and water heating, as well as electricity, water, and sewer, and trash fees which will be paid by
the tenant. The maximum rent levels for 2021 are shown in Table 5 below:
Table 5
Maximum Rents by Bedroom Count
The Developer will enter into an affordable housing agreement, in recordable form, with the City
prior to obtaining the first building permit for any residential unit. That agreement will ensure
that the maximum rents for the affordable apartment homes will be calculated using the
methodologies as utilized in Table 5. The rental rates shown will be updated prior to the
commencement of rental activities and on an ongoing basis to reflect then current income limits,
utility allowances, and any changes in applicable regulations and statutes.
Unit Mix, Design, and Location of Affordable Homes
While the exact location of each of the affordable homes within the 2510 W. Coast Highway
development has not yet been determined, the affordable homes will be spread throughout the
development to avoid concentration of affordable homes in any area. As required by Section
20.32.070 of the City's Zoning Code, the affordable homes shall be comparable in the facilities
provided and in the quality of construction and exterior design to the market rate homes.
Requested City of Newport Beach Assistance
Financial Assistance
The Developer is not requesting any direct financial assistance from the City of Newport Beach
for this project.
0
080335\12939763v2
Maximum
Maximum
Utility
Affordable
Bedrooms
Annual Rent
Monthly Rent
Allowance
Rent
Studio
$11,205
$934
$141
$793
1 Bedroom
12,803
1,067
155
912
The Developer will enter into an affordable housing agreement, in recordable form, with the City
prior to obtaining the first building permit for any residential unit. That agreement will ensure
that the maximum rents for the affordable apartment homes will be calculated using the
methodologies as utilized in Table 5. The rental rates shown will be updated prior to the
commencement of rental activities and on an ongoing basis to reflect then current income limits,
utility allowances, and any changes in applicable regulations and statutes.
Unit Mix, Design, and Location of Affordable Homes
While the exact location of each of the affordable homes within the 2510 W. Coast Highway
development has not yet been determined, the affordable homes will be spread throughout the
development to avoid concentration of affordable homes in any area. As required by Section
20.32.070 of the City's Zoning Code, the affordable homes shall be comparable in the facilities
provided and in the quality of construction and exterior design to the market rate homes.
Requested City of Newport Beach Assistance
Financial Assistance
The Developer is not requesting any direct financial assistance from the City of Newport Beach
for this project.
0
080335\12939763v2
EXHIBIT "D"
Noise Impact Analysis
EXHIBIT "D"
'6
LA�URBAM
CRossR0,o,Ds
2510 West Coast Highway
Mixed -Use Development
NOISE IMPACT ANALYSIS
CITY OF NEWPORT BEACH
PREPARED BY:
Bill Lawson, PE, INCE
blawson@urbanxroads.com
(949) 336-5979
JULY 28, 2020
12954-09 Noise Study
12954-09 Noise Study
2510 West Coast Highway Mixed -Use Development
O uRBa►N
2510 PCH Mixed -Use Development Noise Impact Analysis
TABLE OF CONTENTS
TABLE OF CONTENTS.........................................................................................................................III
APPENDICES....................................................................................................................................
IV
LISTOF EXHIBITS...............................................................................................................................
V
LISTOF TABLES.................................................................................................................................
V
LIST OF ABBREVIATED TERMS...........................................................................................................
VI
EXECUTIVESUMMARY.......................................................................................................................1
On -Site Traffic Noise Analysis..................................................................................................................
1
OperationalNoise Analysis......................................................................................................................
1
Construction Noise Analysis....................................................................................................................
2
Construction Vibration Analysis...............................................................................................................
2
Summary of CEQA Significance Findings.................................................................................................
2
1 INTRODUCTION.........................................................................................................................5
1.1 Site Location..................................................................................................................................
5
1.2 Project Description........................................................................................................................
5
2 FUNDAMENTALS.......................................................................................................................9
2.1 Range of Noise..............................................................................................................................
9
2.2 Noise Descriptors........................................................................................................................
10
2.3 Sound Propagation......................................................................................................................10
2.4 Noise Control..............................................................................................................................11
2.5 Noise Barrier Attenuation...........................................................................................................11
2.6 Land Use Compatibility With Noise............................................................................................11
2.7 Community Response to Noise...................................................................................................
12
2.8 Vibration.....................................................................................................................................
13
3 REGULATORY SETTING.............................................................................................................15
3.1 State of California Noise Requirements......................................................................................15
3.2 State of California Building Code................................................................................................15
3.3 City of Newport Beach General Plan Noise Element..................................................................15
3.4 City of Newport Beach Stationary (Non -Transportation) Noise Standards................................18
3.5 Construction Vibration Standards...............................................................................................
20
4 SIGNIFICANCE CRITERIA...........................................................................................................21
4.1 Airport Noise...............................................................................................................................
21
4.2 Significance Criteria for Construction Noise and Vibration........................................................
21
4.3 Significance Criteria for Operation..............................................................................................
21
4.4 Significance Criteria Summary....................................................................................................22
5 EXISTING NOISE LEVEL MEASUREMENTS..................................................................................23
5.1 Measurement Procedure and Criteria........................................................................................23
5.2 Noise Measurement Locations...................................................................................................
23
5.3 Noise Measurement Results.......................................................................................................24
6 METHODS AND PROCEDURES..................................................................................................27
6.1 FHWA Traffic Noise Prediction Model........................................................................................
27
6.2 On -Site Traffic Noise Prediction Model Inputs...........................................................................
27
7 ON-SITE NOISE IMPACTS FROM TRAFFIC..................................................................................29
12954-09 Noise Study
��► URBAN
2510 PCH Mixed -Use Development Noise Impact Analysis
APPENDICES
APPENDIX 3.1: CITY OF NEWPORT BEACH MUNICIPAL CODE CHAPTER 10.26
APPENDIX 3.2: CITY OF NEWPORT BEACH MUNICIPAL CODE CHAPTER 10.28
APPENDIX 5.1: STUDY AREA PHOTOS
APPENDIX 5.2: NOISE LEVEL MEASUREMENT WORKSHEETS
APPENDIX 7.1: ON-SITE TRAFFIC NOISE LEVEL CALCULATIONS
APPENDIX 9.1: OPERATIONAL NOISE LEVEL CALCULATIONS
APPENDIX 10.1: CONSTRUCTION NOISE LEVEL CALCULATIONS
12954-09 Noise Study
iv
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7.1
Exterior Noise Analysis................................................................................................................
29
7.2
Interior Noise Analysis................................................................................................................
30
8
SENSITIVE RECEIVER LOCATIONS..............................................................................................31
9
OPERATIONAL NOISE IMPACTS TO NEARBY SENSITIVE RECEIVERS............................................33
9.1
Operational Noise Sources..........................................................................................................
33
9.2
Reference Operational Noise Levels...........................................................................................
33
9.3
CadnaA Noise Prediction Model.................................................................................................
36
9.4
Project Operational Noise Levels................................................................................................
37
9.5
Project Operational Noise Level Compliance..............................................................................
38
9.6
Project Operational Noise Level Increase...................................................................................
39
10
CONSTRUCTION NOISE IMPACTS.............................................................................................41
10.1
Construction Noise Sources........................................................................................................
41
10.2
Construction Reference Noise Levels.........................................................................................
42
10.3
Construction Noise Analysis........................................................................................................
44
10.4
Construction Noise Level Compliance........................................................................................45
10.5
Construction Noise Abatement Measures..................................................................................
46
10.6
Construction Vibration Impacts..................................................................................................47
11
REFERENCES
............................................................................................................................51
12
CERTIFICATION
........................................................................................................................53
APPENDICES
APPENDIX 3.1: CITY OF NEWPORT BEACH MUNICIPAL CODE CHAPTER 10.26
APPENDIX 3.2: CITY OF NEWPORT BEACH MUNICIPAL CODE CHAPTER 10.28
APPENDIX 5.1: STUDY AREA PHOTOS
APPENDIX 5.2: NOISE LEVEL MEASUREMENT WORKSHEETS
APPENDIX 7.1: ON-SITE TRAFFIC NOISE LEVEL CALCULATIONS
APPENDIX 9.1: OPERATIONAL NOISE LEVEL CALCULATIONS
APPENDIX 10.1: CONSTRUCTION NOISE LEVEL CALCULATIONS
12954-09 Noise Study
iv
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2510 PCH Mixed -Use Development Noise Impact Analysis
LIST OF EXHIBITS
EXHIBIT 1-A: LOCATION MAP.............................................................................................................6
EXHIBIT 1-B: SITE PLAN......................................................................................................................7
EXHIBIT 2-A: TYPICAL NOISE LEVELS...................................................................................................9
EXHIBIT 2-B: NOISE LEVEL INCREASE PERCEPTION............................................................................13
EXHIBIT 2-C: TYPICAL LEVELS OF GROUND -BORNE VIBRATION..........................................................14
EXHIBIT 3-A: LAND USE NOISE COMPATIBILITY MATRIX....................................................................17
EXHIBIT 5-A: NOISE MEASUREMENT LOCATIONS..............................................................................26
EXHIBIT 8-A: RECEIVER LOCATIONS..................................................................................................32
EXHIBIT 9-A: OPERATIONAL NOISE SOURCE AND RECEIVER LOCATIONS............................................34
EXHIBIT 10-A: CONSTRUCTION ACTIVITY AND RECEIVER LOCATIONS................................................43
LIST OF TABLES
TABLE ES -1: SUMMARY OF CEQA SIGNIFICANCE FINDINGS.................................................................3
TABLE 3-1: OPERATIONAL NOISE STANDARDS..................................................................................19
TABLE 3-2: CONSTRUCTION NOISE STANDARDS...............................................................................19
TABLE 3-3 CONSTRUCTION VIBRATION STANDARDS.........................................................................20
TABLE 4-2: SIGNIFICANCE CRITERIA SUMMARY MATRIX....................................................................22
TABLE 5-1: 24-HOUR AMBIENT NOISE LEVEL MEASUREMENTS.........................................................25
TABLE 6-1: ON-SITE ROADWAY PARAMETERS..................................................................................28
TABLE 6-2: TIME OF DAY VEHICLE SPLITS..........................................................................................28
TABLE 6-3: DISTRIBUTION OF TRAFFIC FLOW BY VEHICLE TYPE (VEHICLE MIX)...................................28
TABLE 7-1: EXTERIOR TRAFFIC NOISE LEVELS....................................................................................29
TABLE 7-2: INTERIOR NOISE LEVELS(CNEL)........................................................................................30
TABLE 9-1: REFERENCE NOISE LEVEL MEASUREMENTS......................................................................35
TABLE 9-2: VEHICLE MOVEMENTS BY TIME OF DAY...........................................................................36
TABLE 9-3: DAYTIME PROJECT OPERATIONAL NOISE LEVELS..............................................................37
TABLE 9-4: NIGHTTIME PROJECT OPERATIONAL NOISE LEVELS..........................................................38
TABLE 9-5: OPERATIONAL NOISE LEVEL COMPLIANCE.......................................................................38
TABLE 9-6: PROJECT DAYTIME NOISE LEVEL INCREASES....................................................................39
TABLE 9-7: PROJECT NIGHTTIME NOISE LEVEL INCREASES.................................................................40
TABLE 10-1: CONSTRUCTION REFERENCE NOISE LEVELS....................................................................42
TABLE 10-2: CONSTRUCTION ACTIVITY NOISE LEVEL SUMMARY.......................................................45
TABLE 10-3: CONSTRUCTION EQUIPMENT NOISE LEVEL COMPLIANCE...............................................45
TABLE 10-4: VIBRATION SOURCE LEVELS FOR CONSTRUCTION EQUIPMENT......................................47
TABLE 10-5: CONSTRUCTION EQUIPMENT VIBRATION LEVELS..........................................................49
12954-09 Noise Study
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CRiDSSROADS
2510 PCH Mixed -Use Development Noise Impact Analysis
LIST OF ABBREVIATED TERMS
(1)
Reference
ADT
Average Daily Traffic
ANSI
American National Standards Institute
Calveno
California Vehicle Noise
CEQA
California Environmental Quality Act
CNEL
Community Noise Equivalent Level
dBA
A -weighted decibels
FHWA
Federal Highway Administration
FTA
Federal Transit Administration
INCE
Institute of Noise Control Engineering
Leq
Equivalent continuous (average) sound level
Lmax
Maximum level measured over the time interval
Lmin
Minimum level measured over the time interval
mph
Miles per hour
PPV
Peak Particle Velocity
Project
2510 PCH Mixed -Use Development
REMEL
Reference Energy Mean Emission Level
RMS
Root -mean -square
VdB
Vibration Decibels
12954-09 Noise Study
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2510 PCH Mixed -Use Development Noise Impact Analysis
EXECUTIVE SUMMARY
Urban Crossroads, Inc. has prepared this noise study to determine the noise exposure and the
necessary noise mitigation measures for the proposed 2510 PCH Mixed -Use Development
("Project"). The Project site is in the mariner's mile near the intersection of West Coast Highway
and Tustin Avenue in the City of Newport Beach. The Project is proposed to consist of a mix of
residential, boutique auto showroom, and office use. This study has been prepared consistent
with applicable City of Newport Beach noise standards, and significance criteria based on
guidance provided by Appendix G of the California Environmental Quality Act (CEQA) Guidelines.
(1)
ON-SITE TRAFFIC NOISE ANALYSIS
The primary source of traffic noise affecting the Project site is anticipated to be from West Coast
Highway and Tustin Avenue. The Project will also experience some background traffic noise
impacts from nearby drive aisles and parking lots, however, due to the low traffic volumes,
distance and intervening structures these are not anticipated to make a significant contribution
to the exterior noise levels at the Project site. The analysis shows that the future on-site exterior
traffic noise levels are expected to approach 71.8 dBA CNEL at the first -floor auto showroom and
63.5 dBA CNEL at the rooftop deck with the planned 6 -foot high glass screen wall facing West
Coast Highway. A review of the Project elevations show that the second residential dwelling units
are largely blocked from West Coast Highway by the boutique auto showroom. However, the
third -floor residential dwelling units will be exposed to the traffic noise from West Coast
Highway. The analysis shows that the future on-site exterior traffic noise levels for the noise
sensitive residential dwelling units are expected to approach 64.0 dBA CNEL at third floor building
facade, which satisfies the 65 dBA CNEL exterior noise compatibility criteria of the City of
Newport Beach General Plan Noise Element for residential mixed use. Therefore, future exterior
traffic noise impacts will be less than significant.
OPERATIONAL NOISE ANALYSIS
Using reference noise levels to represent the expected noise sources from the 2510 PCH Mixed -
Use Development site, this analysis estimates the Project -related stationary -source noise levels
at nearby sensitive receiver locations. The normal activities associated with the proposed 2510
PCH Mixed -Use Development are anticipated to include air conditioning units, trash enclosure,
roof deck activities and vehicle movements. The closest sensitive receptor to the project site is
an existing outdoor play area for the nearby Bright Horizons daycare facility located
approximately 23 feet east of the site. The operational noise analysis shows that the Project -
related stationary -source noise levels will not exceed the City's exterior noise level standards of
55 dBA Leq during the daytime hours and 50 dBA Leq during the nighttime hours at any nearby
receiver locations, including the outdoor play area located 23 feet from the site.
Further, this analysis demonstrates that the Project will contribute a less than significant long-
term unmitigated operational noise level impact to the existing ambient noise environment at
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2510 PCH Mixed -Use Development Noise Impact Analysis
the noise -sensitive receiver locations. Therefore, the operational noise level impacts associated
with the proposed Project activities, such as the air conditioning units, trash enclosure, roof deck
activities and vehicle movements, are considered less than significant.
CONSTRUCTION NOISE ANALYSIS
According to the City of Newport Beach Municipal Code Section 10.28.040, construction activities
are considered exempt from the noise standards of the noise ordinance if limited to the hours of
7:00 a.m. to 6:30 p.m. on Mondays to Fridays, and 8:00 a.m. to 6:00 p.m. on Saturdays, with no
activity allowed on Sundays or national holidays. (2) Since the City of Newport Beach General
Plan and Municipal Code do not identify a specific construction noise level threshold, a threshold
of 85 dBA Leq based on the National Institute for Occupational Safety and Health (NIOSH) is used
to analyze construction noise impacts. With the planned 8 to 16 -foot high temporary noise
barrier during the demolition, site preparation, and grading stage of construction, the Project -
related construction noise levels at nearby receiver locations, would range from 52.0 to 73.7 dBA
Leq. Therefore, sensitive receptors will not be exposed to construction noise levels exceeding 85
dBA Leq. Therefore, based on the results of this analysis, all nearby sensitive receiver locations
will experience less than significant impacts due to Project construction noise levels. These less
than significant findings are consistent with the 2006 General Plan Environmental Impact Report
(EIR) (3)
CONSTRUCTION VIBRATION ANALYSIS
Construction activity can result in varying degrees of ground vibration, depending on the
equipment and methods used, distance to the affected structures and soil type. It is expected
that ground -borne vibration from Project construction activities would cause only intermittent,
localized intrusion. The City does not have an established threshold for vibration; therefore, the
Federal Transit Administration's ("FTA") Residential -Daytime vibration threshold of 78 VdB is
used in this report to determine whether vibration would impact nearby sensitive receptors. The
highest vibration levels of 75.6 VdB at the nearest residential sensitive receptor would be less
than the FTA's guideline threshold of 78 VdB and as such, would result in less than significant
impacts. Further, the vibration levels at the closest sensitive receivers are unlikely to be
sustained during the entire construction period but will occur rather only during the times that
heavy construction equipment is operating adjacent to the Project site perimeter.
SUMMARY OF CEQA SIGNIFICANCE FINDINGS
The results of this 2510 PCH Mixed -Use Development Noise Impact Analysis are summarized
below based on the significance criteria in Section 4 of this report and consistent with Appendix
G of the California Environmental Quality Act (CEQA) Guidelines. (1). Table ES -1 shows the
findings of significance for each potential noise and/or vibration impact under CEQA.
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TABLE ES -1: SUMMARY OF CEQA SIGNIFICANCE FINDINGS
Analysis
ReportSection
Significance Findings
On -Site Traffic
Less Than Significant
Noise Levels
Operational
Noise Levels
9
Less Than Significant
Construction
Less Than Significant
Noise Levels
10
Construction
Less Than Significant
Vibration Levels
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1 INTRODUCTION
This noise analysis has been completed to determine the noise impacts associated with the
development of the proposed 2510 PCH Mixed -Use Development ("Project"). This noise study
briefly describes the proposed Project, provides information regarding noise fundamentals,
describes the local regulatory setting, provides the study methods and procedures for an analysis
of the potential Project -related long-term operational noise and short-term construction noise
and vibration impacts.
1.1 SITE LOCATION
The Project site is in the mariner's mile near the intersection of West Coast Highway and Tustin
Avenue in the City of Newport Beach, as shown on Exhibit 1-A.
1.2 PROJECT DESCRIPTION
The Project is proposed to consist of a mix of residential, boutique auto showroom, and office
use as shown on Exhibit 1-B. The Project will be developed on three levels as described below:
Level 1: Boutique auto showroom with 8,741 square feet of use with 750 square feet of office
use, 291 square feet of stair egress and an additional 1,484 square feet of mezzanine
office use.
Level 2: Multi -family residential with 18 dwelling units.
Level 3: Multi -family residential with 17 dwellings units.
The combined mixed-use project will provide a total of 35 multi -family residential dwelling units
with 11,266 gross square feet of non-residential uses (boutique auto showroom, and office use).
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EXHIBIT 1-A: LOCATION MAP
Sources: Esrl, HERE, Gormin, Intermap,
increment P Corp, GESCO, USGS, FAO, PIPS,
NRC4N, GeoBase, IGN, Koduster NL, Ordnance
survey, EsriJ(rpon, METI, Esri China (Hong Kong),
(c) OpenkreefMap contributors, and the GIS
LEGEND:
(] Site Boundary
12954-09 Noise Study `O/ URBAN
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2510 PCH Mixed -Use Development Noise Impact Analysis
EXHIBIT 1-B: SITE PLAN
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12954-09 Noise Study `O1 URBAN
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2 FUNDAMENTALS
Noise is simply defined as "unwanted sound." Sound becomes unwanted when it interferes with
normal activities, when it causes actual physical harm or when it has adverse effects on health.
Noise is measured on a logarithmic scale of sound pressure level known as a decibel (dB). A -
weighted decibels (dBA) approximate the subjective response of the human ear to broad
frequency noise source by discriminating against very low and very high frequencies of the
audible spectrum. They are adjusted to reflect only those frequencies which are audible to the
human ear. Exhibit 2-A presents a summary of the typical noise levels and their subjective
loudness and effects that are described in more detail below.
EXHIBIT 2-A: TYPICAL NOISE LEVELS
COMMON OUTDOOR
COMMON INDOOR
A - WEIGHTED
SUBJECTIVE
EFFECTSOF
ACTIVITIES
ACTIVITIES
SOUND LEVEL d8A
LOUDNESS
NOISE
THRESHOLD OF PAIN
140
INTOLSKABLE OR
DEAFENING;
HEIIRIHG LOSS
NEAR JET ENGINE
130
120
JET FLY -OVER AT 300m (1000 ft)
ROCK BAND
110
LOUD AUTO HORN
100
VERY N1315Y
GAS LAWN MOWER AT 1m (3 ft)
90
DIESEL TRUCK AT 15m (50 ft),
FOOD BLENDER AT 1m (3 ft)
80
at 80 km/hr (50 mph)
NOISY URBAN AREA, DAYTIME
VACUUM CLEANER AT 3m (10 ft)
70
SPEECH
LOUD
INTERFERENCE
HEAVY TRAFFIC AT 90m (300 ft)
NORMAL SPEECH AT 1m (3 ft)
60
QUIET URBAN DAYTIME
LARGE BUSINESS OFFICE
50
MODERATE
SLEEP
DISTURBANCE
QUIET URBAN NIGHTTIME
THEATER, LARGE CONFERENCE
40
ROOM (BACKGROUND)
QUIET SUBURBAN NIGHTTIME
LIBRARY
30
FAINT
BEDROOM AT NIGHT, CONCERT
QUIET RURAL NIGHTTIME
HALL (BACKGROUND)
20
BROADCASTIRECORDING
10
NO EFFECT
STUDIO
VERY FAINT
LOWEST THRESHOLD OF HUMAN
LOWEST THRESHOLD OF HUMAN
0
HEARING
HEARING
2.1 RANGE OF NOISE
Since the range of intensities that the human ear can detect is so large, the scale frequently used
to measure intensity is a scale based on multiples of 10, the logarithmic scale. The scale for
measuring intensity is the decibel scale. Each interval of 10 decibels indicates a sound energy ten
times greater than before, which is perceived by the human ear as being roughly twice as loud.
(4) The most common sounds vary between 40 dBA (very quiet) to 100 dBA (very loud). Normal
conversation at three feet is roughly at 60 dBA, while loud jet engine noises equate to 110 dBA
at approximately 100 feet, which can cause serious discomfort. (5) Another important aspect of
noise is the duration of the sound and the way it is described and distributed in time.
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2.2 NOISE DESCRIPTORS
Environmental noise descriptors are generally based on averages, rather than instantaneous,
noise levels. The most used figure is the equivalent level (Leq). Equivalent sound levels are not
measured directly but are calculated from sound pressure levels typically measured in A -
weighted decibels (dBA). The equivalent sound level (Leq) represents a steady state sound level
containing the same total energy as a time varying signal over a given sample period and is
commonly used to describe the "average" noise levels within the environment.
Peak hour or average noise levels, while useful, do not completely describe a given noise
environment. Noise levels lower than peak hour may be disturbing if they occur during times
when quiet is most desirable, namely evening and nighttime (sleeping) hours. To account for
this, the Community Noise Equivalent Level (CNEL), representing a composite 24-hour noise level
is utilized. The CNEL is the weighted average of the intensity of a sound, with corrections for time
of day, and averaged over 24 hours. The time of day corrections require the addition of 5 decibels
to dBA Leq sound levels in the evening from 7:00 p.m. to 10:00 p.m., and the addition of 10
decibels to dBA Leq sound levels at night between 10:00 p.m. and 7:00 a.m. These additions are
made to account for the noise sensitive time periods during the evening and night hours when
sound appears louder. CNEL does not represent the actual sound level heard at any time, but
rather represents the total sound exposure. The City of Newport Beach relies on the 24-hour
CNEL level to assess land use compatibility with transportation related noise sources.
2.3 SOUND PROPAGATION
When sound propagates over a distance, it changes in level and frequency content. The way noise
reduces with distance depends on the following factors.
2.3.1 GEOMETRIC SPREADING
Sound from a localized source (i.e., a stationary point source) propagates uniformly outward in a
spherical pattern. The sound level attenuates (or decreases) at a rate of 6 dB for each doubling
of distance from a point source. Highways consist of several localized noise sources on a defined
path and hence can be treated as a line source, which approximates the effect of several point
sources. Noise from a line source propagates outward in a cylindrical pattern, often referred to
as cylindrical spreading. Sound levels attenuate at a rate of 3 dB for each doubling of distance
from a line source. (4)
2.3.2 GROUND ABSORPTION
The propagation path of noise from a highway to a receiver is usually very close to the ground.
Noise attenuation from ground absorption and reflective wave canceling adds to the attenuation
associated with geometric spreading. Traditionally, the excess attenuation has also been
expressed in terms of attenuation per doubling of distance. This approximation is usually
sufficiently accurate for distances of less than 200 ft. For acoustically hard sites (i.e., sites with a
reflective surface between the source and the receiver, such as a parking lot or body of water),
no excess ground attenuation is assumed. For acoustically absorptive or soft sites (i.e., those
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sites with an absorptive ground surface between the source and the receiver such as soft dirt,
grass, or scattered bushes and trees), an excess ground attenuation value of 1.5 dB per doubling
of distance is normally assumed. When added to the cylindrical spreading, the excess ground
attenuation results in an overall drop-off rate of 4.5 dB per doubling of distance from a line
source. (6)
2.3.3 ATMOSPHERIC EFFECTS
Receivers located downwind from a source can be exposed to increased noise levels relative to
calm conditions, whereas locations upwind can have lowered noise levels. Sound levels can be
increased at large distances (e.g., more than 500 feet) due to atmospheric temperature inversion
(i.e., increasing temperature with elevation). Other factors such as air temperature, humidity,
and turbulence can also have significant effects. (4)
2.3.4 SHIELDING
A large object or barrier in the path between a noise source and a receiver can substantially
attenuate noise levels at the receiver. The amount of attenuation provided by shielding depends
on the size of the object and the frequency content of the noise source. Shielding by trees and
other such vegetation typically only has an "out of sight, out of mind" effect. That is, the
perception of noise impact tends to decrease when vegetation blocks the line -of -sight to nearby
residents. However, for vegetation to provide a substantial, or even noticeable, noise reduction,
the vegetation area must be at least 15 feet in height, 100 feet wide and dense enough to
completely obstruct the line -of sight between the source and the receiver. This size of vegetation
may provide up to 5 dBA of noise reduction. The FHWA does not consider the planting of
vegetation to be a noise abatement measure. (6)
2.4 NOISE CONTROL
Noise control is the process of obtaining an acceptable noise environment for an observation
point or receiver by controlling the noise source, transmission path, receiver, or all three. This
concept is known as the source -path -receiver concept. In general, noise control measures can
be applied to these three elements.
2.5 NOISE BARRIER ATTENUATION
Effective noise barriers can reduce noise levels by up to 10 to 15 dBA, cutting the loudness of
traffic noise in half. A noise barrier is most effective when placed close to the noise source or
receiver. Noise barriers, however, do have limitations. For a noise barrier to work, it must be
high enough and long enough to block the path of the noise source. (6)
2.6 LAND USE COMPATIBILITY WITH NOISE
Some land uses are more tolerant of noise than others. For example, schools, hospitals,
churches, and residences are more sensitive to noise intrusion than are commercial or industrial
developments and related activities. As ambient noise levels affect the perceived amenity or
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2510 PCH Mixed -Use Development Noise Impact Analysis
livability of a development, so too can the mismanagement of noise impacts impair the economic
health and growth potential of a community by reducing the area's desirability as a place to live,
shop and work. For this reason, land use compatibility with the noise environment is an
important consideration in the planning and design process. The FHWA encourages State and
Local government to regulate land development in such a way that noise -sensitive land uses are
either prohibited from being located adjacent to a highway, or that the developments are
planned, designed, and constructed in such a way that noise impacts to sensitive land uses are
minimized. (7)
2.7 COMMUNITY RESPONSE TO NOISE
Community responses to noise may range from registering a complaint by telephone or letter, to
initiating court action, depending upon everyone's susceptibility to noise and personal attitudes
about noise. Several factors are related to the level of community annoyance including:
• Fear associated with noise producing activities;
• Socio-economic status and educational level;
• Perception that those affected are being unfairly treated;
• Attitudes regarding the usefulness of the noise -producing activity;
• Belief that the noise source can be controlled.
Approximately ten percent of the population has a very low tolerance for noise and will object to
any noise not of their making. Consequently, even in the quietest environment, some complaints
will occur. Twenty-five percent of the population will not complain even in very severe noise
environments. Thus, a variety of reactions can be expected from people exposed to any given
noise environment. (8) Surveys have shown that about ten percent of the people exposed to
traffic noise of 60 dBA will report being highly annoyed with the noise, and each increase of one
dBA is associated with approximately two percent more people being highly annoyed. When
traffic noise exceeds 60 dBA or aircraft noise exceeds 55 dBA, people may begin to complain. (8)
Despite this variability in behavior on an individual level, the population can be expected to
exhibit the following responses to changes in noise levels as shown on Exhibit 2-B. A change of
3 dBA are considered barely perceptible, and changes of 5 dBA are considered readily perceptible.
(6)
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EXHIBIT 2-B: NOISE LEVEL INCREASE PERCEPTION
Twice as Loud
Readily Perceptible
Barely Perceptible
Just Perceptible
0 1 2 3 4 5 6 7 8 9 10
Noise Level Increase (dBA)
2.8 VIBRATION
Per the Federal Transit Administration (FTA) Transit Noise Impact and Vibration Assessment (9),
vibration is the periodic oscillation of a medium or object. The rumbling sound caused by the
vibration of room surfaces is called structure -borne noise. Sources of ground -borne vibrations
include natural phenomena (e.g., earthquakes, volcanic eruptions, sea waves, landslides) or
human -made causes (e.g., explosions, machinery, traffic, trains, construction equipment).
Vibration sources may be continuous, such as factory machinery, or transient, such as explosions.
As is the case with airborne sound, ground -borne vibrations may be described by amplitude and
frequency.
There are several different methods that are used to quantify vibration. The peak particle
velocity (PPV) is defined as the maximum instantaneous peak of the vibration signal. The PPV is
most frequently used to describe vibration impacts to buildings but is not always suitable for
evaluating human response (annoyance) because it takes some time for the human body to
respond to vibration signals. Instead, the human body responds to average vibration amplitude
often described as the root mean square (RMS). The RMS amplitude is defined as the average of
the squared amplitude of the signal and is most frequently used to describe the effect of vibration
on the human body. Decibel notation (VdB) is commonly used to measure RMS. Decibel notation
(VdB) serves to reduce the range of numbers used to describe human response to vibration.
Typically, ground -borne vibration generated by man-made activities attenuates rapidly with
distance from the source of the vibration. Sensitive receivers for vibration include structures
(especially older masonry structures), people (especially residents, the elderly, and sick), and
vibration -sensitive equipment and/or activities.
The background vibration -velocity level in residential areas is generally 50 VdB. Ground -borne
vibration is normally perceptible to humans at approximately 65 VdB. For most people, a
vibration -velocity level of 75 VdB is the approximate dividing line between barely perceptible and
distinctly perceptible levels. Typical outdoor sources of perceptible ground -borne vibration are
construction equipment, steel -wheeled trains, and traffic on rough roads. If a roadway is smooth,
the ground -borne vibration is rarely perceptible. The range of interest is from approximately 50
VdB, which is the typical background vibration -velocity level, to 100 VdB, which is the general
threshold where minor damage can occur in fragile buildings. Exhibit 2-C illustrates common
vibration sources and the human and structural response to ground -borne vibration.
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EXHIBIT 2-C: TYPICAL LEVELS OF GROUND -BORNE VIBRATION
Velocity Typical Sources
Human/Structural Response Level" (50 ft from source)
Threshold, minor cosmetic damage
fragile buildings
Difficulty with tasks such as
reading a VDT screen
Residential annoyance, infrequent
events (e -g. commuter rail)
-- Blasting from construction projects
Bulldozers and Other heavy tracked
90 I+ construction equipment
- Gomrnuter rail, upper range
80 '* Rapid transit, upper range
Commuter rail, typical
Residential annoyance, frequent BLS or truck over bump
events (e.g. rapid transit) 70 Rapid transit. typical
Limit for vibration sensitive
equipment. Approx. threshold for
human perception of vibration
60
361
Bus or truck, typical
'4-- Typical background vibration
' RMS Vibration Velocity Level in VUB relative to i0-6 incheslsecond
Source: Federal Transit Administration (FTA) Transit Noise Impact and Vibration Assessment.
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3 REGULATORY SETTING
To limit population exposure to physically and/or psychologically damaging as well as intrusive
noise levels, the federal government, the State of California, various City governments, and most
municipalities in the state have established standards and ordinances to control noise. In most
areas, automobile and truck traffic is the major source of environmental noise. Traffic activity
generally produces an average sound level that remains constant with time. Air and rail traffic,
and commercial and industrial activities are also major sources of noise in some areas. Federal,
state, and local agencies regulate different aspects of environmental noise. Federal and state
agencies generally set noise standards for mobile sources such as aircraft and motor vehicles,
while regulation of stationary sources is generally left to by local agencies.
3.1 STATE OF CALIFORNIA NOISE REQUIREMENTS
The State of California regulates freeway noise, sets standards for sound transmission, provides
occupational noise control criteria, identifies noise standards, and provides guidance for local
land use compatibility. State law requires that each County and City adopt a General Plan that
includes a Noise Element which is to be prepared per guidelines adopted by the Governor's Office
of Planning and Research (OPR). (10) The purpose of the Noise Element is to limit the exposure
of the community to excessive noise levels. In addition, the California Environmental Quality Act
(CEQA) requires that all known environmental effects of a project be analyzed, including
environmental noise impacts.
3.2 STATE OF CALIFORNIA BUILDING CODE
The State of California's noise insulation standards are codified in the California Code of
Regulations, Title 24, Building Standards Administrative Code, Part 2, and the California Building
Code. These noise standards are applied to new construction in California for the purpose of
controlling interior noise levels resulting from exterior noise sources. The regulations specifythat
acoustical studies must be prepared when noise -sensitive structures, such as residential
buildings, schools, or hospitals, are developed near major transportation noise sources, and
where such noise sources create an exterior noise level of 60 dBA CNEL or higher. Acoustical
studies that accompany building plans for noise -sensitive land uses must demonstrate that the
structure has been designed to limit interior noise in habitable rooms to acceptable noise levels.
For new residential buildings, schools, and hospitals, the acceptable interior noise limit for new
construction is 45 dBA CNEL.
3.3 CITY OF NEWPORT BEACH GENERAL PLAN NOISE ELEMENT
The City of Newport Beach has adopted a Noise Element of the General Plan to control noise in
the planning process in order to maintain compatible land use with environmental noise levels
and to ensure that Newport Beach residents will be protected from excessive noise intrusion.
(11)
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3.3.1 NOISE POLICIES
To protect City of Newport Beach residents from excessive noise, the Noise Element contains the
following policies related to the Project:
N 1.1 Noise Compatibility of New Development: Require that all proposed projects are
compatible with the noise environment through use of Table N2 and enforce the interior
and exterior noise standards shown in Table N3.
N1.6 Mixed -Use Developments: Encourage new mixed-use developments to site loading areas,
parking lots, driveways, trash enclosures, mechanical equipment, and other noise sources
away from the residential portion of the development.
N 1.8 Significant Noise Impacts: Require the employment of noise mitigation measures for
existing sensitive uses when a significant noise impact is identified. A significant noise
impact occurs when there is an increase in the ambient CNEL produced by new
development impacting existing sensitive uses. The CNEL increase is shown in the table
below.
CNEL (dBA)
dBA increase
55
3
60
2
65
1
70
1
Over 75
Any increase is considered significant
N 2.1 New Development: Require that proposed noise -sensitive uses in areas of 60 d8A and
greater, as determined the analyses stipulated by Policy N1.1, demonstrate that they meet
interior and exterior noise levels.
N 2.2 Design of Sensitive Land Uses: Require the use of walls, berms, interior noise insulation,
double paned windows, or other noise mitigation measures, as appropriate, in the design
of new residential or other new noise sensitive land uses that are adjacent to major roads.
Application of the Noise Standards in Table N3 shall govern this requirement.
N 4.1 Stationary Noise Sources: Enforce interior and exterior noise standards outlined in Table
N3, and in the City's Municipal Code to ensure that sensitive noise receptors are not
exposed to excessive noise levels from stationary noise sources, such as heating,
ventilation, and air conditioning equipment.
N 4.3 New Commercial Developments: Require that new commercial developments abutting
residentially designated properties be designed to minimize noise impacts generated by
loading areas, parking lots, trash enclosures, mechanical equipment, and any other noise
generating features specific to the development to the extent feasible.
N 4.6 Maintenance or Construction Activities: Enforce the Noise Ordinance noise limits and
limits on hours of maintenance or construction activity in or adjacent to residential areas,
including noise that results from in-home hobby or work-related activities.
N 5.1 Limiting Hours of Activity: Enforce the limits on hours of construction activity.
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3.3.2 LAND USE COMPATIBILITY
The noise criteria identified in the City of Newport Beach Noise Element (Table N2) are guidelines
to evaluate the land use compatibility of transportation related noise. The compatibility criteria,
shown on Exhibit 3-A, provides the City with a planning tool to gauge the compatibility of land
uses relative to existing and future exterior noise levels and prevent noise/land use conflicts. The
Land Use Noise Compatibility Matrix in the City of Newport Beach General Plan provides
guidelines to evaluate the acceptability of transportation -related noise level impacts.
EXHIBIT 3-A: LAND USE NOISE COMPATIBILITY MATRIX
Table- Noise Compatibility
Land Use Categories Community Norse Equivalent Level (CNEQ
o Ln IoI LD I o
Ln Q n n n
v n o Ln o �n - n
Ln •o I
Categories uses
Residential Single Family, Two Family, Multiple Family A A B C C D- D
Mixed A ._.A „C, C _
„G _.... .
Residential f Use A
Residential Mobile Home A A B C C D
..,a.....................:__.._._._._._.__.._._.__._._._._.._._._.._._._._.._._._.._._._._.._._._.._.__._.._._._........... .....
ai I
Hotel, Motel, Transient Lodging A A B BC C D
Regional'
District
Commercial""_.._._._.._.._._._.._._._.._.._._._.._._._._.._._._.._._._._.._._._.._._._._.._._._.._.__._.._._......._
Regional, Village Commercial Retail, Bank, Restaurant, Movie Theatre A A A A B B C
District, Special
Commercial Industrial Office Building, Research and Development, A A A B B C ❑
Institutional : Professional Offices, City Office Building
------------------------------------------------ --.._.�......
Commercial
Recreational (Amphitheatre, Concert Hall Auditorium, Meeting Hall I B I B I C I C I D D D
Institutional
Civic Center
CommercialChildren's Amusement Park, Miniature Golf Course: A A A B B D D
Recreation Go-cart Track, Equestrian Center, Sports Club
Commercial
Automobile Service Station, Auto Dealership,
General Special A i A i A A i B i B B
Industrial, Institutional Manufacturing, Warehousing, Wholesale, Utilities
Institutional Hospital, Church -Library Schools Classroom A A B C C D D
Open Space Parks A A A B C D D
-----------------------------------------------
Open Space Golf Course, Cemeteries, Nature Centers Wildlife A A A A B C C
I Reserves, Wildlife Habitat
Agriculture Agriculture A A A A A A A
SOURCE Newport Beach, 2006
Zone A_ Clearly Compatible—Specified land use is satisfactory, based upon the assumption that any buildings involved are of normal conventional
construction without any special noise insulation requirements.
Zane B: Normally Compatible --i construction or development should be undertaken only after detailed analysis of the noise reduction
requirements and are made and needed noise insulation features in the design are determined- Conventional construction, with closed windows and
fresh air supply systems or air conditioning, will normally suffice.
Zone C_ Normally Incompadll construction or development should generally be discouraged- If new construction or development does proceed,
a detailed analysis of noise reduction requirements must be made and needed noise insulation features included in the design.
Zone D: Clearly Ircampahl construction or development should generally not be undertaken -
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The Project's residential (mixed use), are considered clearly compatible with exterior noise levels
below 65 dBA CNEL. A review of the existing ambient noise level measurements included in
Section 5 of this report shows that the Project site is clearly compatible for residential mixed-use.
For the planned non-residential auto showroom and office uses, exterior noise levels up to 65
dBA CNEL are considered by the City to be clearly compatible and exterior noise levels
approaching 75 dBA CNEL are considered by the City to be normally compatible. For normally
compatible uses, new construction or development should be undertaken only after detailed
analysis of the noise reduction requirements are made and needed noise insulation feature in
the design are determined. Conventional construction, with closed windows and fresh air supply
systems or air conditioning, will normally suffice.
3.4 CITY OF NEWPORT BEACH STATIONARY NON -TRANSPORTATION) NOISE STANDARDS
In addition to the noise/land use compatibility guidelines contained in the General Plan Noise
Element, the City of Newport Beach has adopted Community Noise Control policies and
standards as part of its Municipal Code in order to limit unnecessary, excessive and annoying
noise in the City. To analyze noise impacts originating from a designated fixed location or private
property such as the 2510 PCH Mixed -Use Development Project, stationary -source noise such as
the expected air conditioning units, trash enclosure, roof deck activities and vehicle movements
and noise from construction activities are typically evaluated against standards established under
the City's Municipal Code.
3.4.1 OPERATIONAL NOISE STANDARDS
The City of Newport Beach Municipal Code, Chapter 10.26 Community Noise Control, establishes
the permissible exterior noise levels that may intrude into a neighboring property. According to
Section 10.26.025(A) exterior noise levels at single-family residential land uses (Noise Zone 1)
shall not exceed 55 dBA Leq during the daytime hours (7:00 a.m. to 10:00 p.m.) and 50 dBA Leq
during the nighttime hours (10:00 p.m. to 7:00 a.m.). (12) For commercial uses, exterior noise
levels shall not exceed 65 dBA Leq during the daytime hours (7:00 a.m. to 10:00 p.m.) and 60 dBA
Leq during the nighttime hours (10:00 p.m. to 7:00 a.m.).
According to Section 10.26.025(C), in the event the ambient noise level exceeds the noise
standard, the maximum allowable noise level under said category shall be increased to reflect
the maximum ambient noise level. While the Section 10.26.025(C) of City of Newport Beach
Municipal Code permits the use of the existing ambient noise level to describe the base exterior
noise level standards, this analysis relies on the more conservative and restrictive standards in
Section 10.26.025(A). The City of Newport Beach Municipal Code, Chapter10.26 Community
Noise Control exterior noise level standards are shown on Table 3-1 and are included in Appendix
3.1.
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TABLE 3-1: OPERATIONAL NOISE STANDARDS
Source: City of Newport Beach Municipal Code, Section 10.26.025 (Appendix 3.1).
2 Base exterior noise level standards. If the ambient level exceeds allowable exterior Leq noise level, the ambient shall be the
standard per Section 10.26.025 (C) of the City of Newport Beach Municipal Code.
"Daytime" = 7:00 a.m. to 10:00 p.m.; "Nighttime" = 10:00 p.m. to 7:00 a.m.
3.4.2 CONSTRUCTION NOISE STANDARDS
The City of Newport Beach has set restrictions to control noise impacts associated with the
construction of the proposed Project. According to the City of Newport Beach Municipal Code
Section 10.28.040 (included in Appendix 3.2), construction activities are considered exempt from
the noise standards of the noise ordinance if limited to the hours of 7:00 a.m. to 6:30 p.m. on
Mondays to Fridays, and 8:00 a.m. to 6:00 p.m. on Saturdays, with no activity allowed on Sundays
or national holidays. (2)
TABLE 3-2: CONSTRUCTION NOISE STANDARDS
City
Land
me
Base Exterior Noise
City
Use
Pelriod
Level Standards
no activity on Sundays or national holidays
(dBA Leq )2
Residential
Daytime
55
Nighttime
50
Newport
(Noise Zone 1)
Commercial
Daytime
65
Beach'
Nighttime
1 60
(Noise Zone 11)
Source: City of Newport Beach Municipal Code, Section 10.26.025 (Appendix 3.1).
2 Base exterior noise level standards. If the ambient level exceeds allowable exterior Leq noise level, the ambient shall be the
standard per Section 10.26.025 (C) of the City of Newport Beach Municipal Code.
"Daytime" = 7:00 a.m. to 10:00 p.m.; "Nighttime" = 10:00 p.m. to 7:00 a.m.
3.4.2 CONSTRUCTION NOISE STANDARDS
The City of Newport Beach has set restrictions to control noise impacts associated with the
construction of the proposed Project. According to the City of Newport Beach Municipal Code
Section 10.28.040 (included in Appendix 3.2), construction activities are considered exempt from
the noise standards of the noise ordinance if limited to the hours of 7:00 a.m. to 6:30 p.m. on
Mondays to Fridays, and 8:00 a.m. to 6:00 p.m. on Saturdays, with no activity allowed on Sundays
or national holidays. (2)
TABLE 3-2: CONSTRUCTION NOISE STANDARDS
City
Permitted Hours of
Construction Activity
7:00 a.m. to 6:30 p.m. Mondays to Fridays;
Newport Beach'
8:00 a.m. to 6:00 p.m. on Saturdays;
no activity on Sundays or national holidays
1 Source: City of Newport Beach Municipal Code, Section 10.28.040 (Appendix 3.1).
3.4.3 OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION CONSTRUCTION NOISE STANDARDS
The National Institute for Occupational Safety and Health (NIOSH) provides noise standards to
evaluate required hearing protection for employees that may be exposed to high noise levels.
However, the standards are a useful metric for analyzing the significance of construction noise
and are therefore used in this report to determine whether construction impacts would impact
nearby sensitive receptors. NIOSH identifies 85 dBA Leq as an acceptable noise exposure level
over an 8 -hour period. (13) Since the NIOSH construction -related noise level represents the
energy average of the noise source over a given time period, they are expressed as Leq noise
levels.
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3.5 CONSTRUCTION VIBRATION STANDARDS
Construction activity can result in varying degrees of ground -borne vibration, depending on the
equipment and methods used, distance to the affected structures and soil type. (9) Construction
vibration is generally associated with pile driving and rock blasting. Other construction
equipment such as air compressors, light trucks, hydraulic loaders, etc., generates little or no
ground vibration. (9) Occasionally large bulldozers and loaded trucks can cause perceptible
vibration levels at close proximity.
The City of Newport Beach has not identified or adopted vibration standards. However, the 2006
General Plan Environmental Impact Report (EIR) (3) identified a limit of 72 VdB for frequent
events (more than 70 vibrations events per day) at residential uses and buildings where people
normally sleep. (9) For infrequent events with fewer than 70 vibration events per day, the
vibration limit is 80 VdB. These limits were derived from the FTA guidelines (9) for determining
the relative significance of potential Project vibration impacts due to on-site construction
activities as shown on Table 3-3.
TABLE 3-3 CONSTRUCTION VIBRATION STANDARDS
Vibration Criteria
Vibration Decibels (VdB)
at 25 feet'
2006 Glo EIR - Human Annoyance (Residential)'
72
FTA - Human Annoyance (Residential Daytime)2
78
FTA - Human Annoyance (Residential Nighttime)'
72
FTA - Human Annoyance (Office)2
84
'City of Newport Beach General Plan EIR
I Federal Transit Administration, Transit Noise and Vibration Impact Assessment, September 2018.
It should be noted that the EIR conservatively identified a residential -nighttime threshold of 72
VdB for all circumstances of vibrational energy; including for construction activities which would
almost never be expected to occur during the nighttime period (10pm to 7am). The FTA has
established vibration criteria of 72 VbB for Residential -Nighttime land use, when no construction
activities would be allowed per City of Newport Beach Code Section 10.28.040. The FTA criteria
for Residential -Daytime land use is 78 VdB, which would be more applicable to the daytime
construction activities. Based on the FTA interpretation for Residential -Daytime use, at 78 VdB
Vibration is barely felt.
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4 SIGNIFICANCE CRITERIA
The following significance criteria are based on currently adopted guidance provided by Appendix
G of the California Environmental Quality Act (CEQA) Guidelines. (1) For the purposes of this
report, impacts would be potentially significant if the Project results in or causes:
A. Generation of a substantial temporary or permanent increase in ambient noise levels in the
vicinity of the project in excess of standards established in the local general plan or noise
ordinance, or applicable standards of other agencies?
B. Generation of excessive ground -borne vibration or ground -borne noise levels?
C. For a project located within the vicinity of a private airstrip or an airport land use plan or, where
such a plan has not been adopted, within two miles of a public airport or public use airport, would
the project expose people residing or working in the project area to excessive noise levels?
While the City of Newport Beach General Plan Guidelines provide direction on noise compatibility
and establish noise standards by land use type that are sufficient to assess the significance of
noise impacts, they do not define the levels at which increases are considered substantial for use
under Guideline A. CEQA Appendix G Guideline C applies to nearby public and private airports,
if any, and the Project's land use compatibility.
4.1 AIRPORT NOISE
The Project site is located roughly 4 miles southeast of John Wayne Airport, outside the airport
impact zone and noise contour boundaries. Therefore, the Project site is not located within two
miles of a public airport or the vicinity of a private airstrip, and as such, no impact related to the
exposure of people residing or working in the Project area to excessive airport related noise levels
is anticipated.
4.2 SIGNIFICANCE CRITERIA FOR CONSTRUCTION NOISE AND VIBRATION
The Project's construction noise and vibration impacts are significant if:
• If Project -related construction activities create noise levels which exceed 85 dBA Leq at nearby
sensitive receiver locations (NIOSH, Criteria for Recommended Standard: Occupational Noise
Exposure).
• If short-term Project generated construction vibration levels exceed the FTA's vibration threshold
of 78 VdB at residential daytime use. (9)
4.3 SIGNIFICANCE CRITERIA FOR OPERATION
The Project's operational noise impacts are significant if:
• If Project -related operational (stationary -source) noise levels exceed the exterior noise level
standards at the land uses identified in Table 3-1 (City of Newport Beach Municipal Code, Section
10.26.025); ), or exceed the City's exterior noise level standards in Table 3-1 at the nearby daycare
use;
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• If the existing ambient noise levels at the noise -sensitive receivers near the Project site:
o are less than 55 dBA CNEL and the Project creates a barely perceptible 3 dBA CNEL or
greater Project -related noise level increase; or
o range from 55 to 60 dBA CNEL and the Project creates a 2 dBA CNEL or greater Project -
related noise level increase; or
o range from 60 to 75 dBA CNEL and the Project creates a 1 dBA CNEL or greater Project -
related noise level increase; or
o already exceed 75 dBA CNEL, and the Project create any noise level increase.
4.4 SIGNIFICANCE CRITERIA SUMMARY
Noise impacts shall be considered significant if any of the following occur as a direct result of the
proposed development. Table 4-2 shows the significance criteria summary matrix.
TABLE 4-2: SIGNIFICANCE CRITERIA SUMMARY MATRIX
Analysis
Receiving
Land Use
Conditions)
Significance Criteria
Daytime
Nighttime
On -Site
Traffic Noisel
Residential
Exterior Noise Compatibility Criteria
65 dBA CNEL
Interior Noise Level Standard
45 dBA CNEL
Multiple'
Exterior Noise Level Standards
See Table 3-1.
Operational
Noise
Noise-
Sensitive
If ambient is < 55 dBA CNEL
>_ 3 dBA CNEL Project Increase
If ambient is 55 - 60 dBA CNEL
>_ 2 dBA CNEL Project Increase
If ambient is 60 - 75 dBA CNEL
>_ 1 dBA CNEL Project Increase
If ambient is > 75 dBA CNEL
Any Project Increase
Al 14
Noise Level Threshold
85 dBA 6,
n/a
Construction+_
Residential5
Vibration Level Threshold
78 VdB
n/a
1 City of Newport Beach General Plan Noise Element Land Use Noise Compatibility Matrix (Table N2).
Z City of Newport Beach Municipal Code, Section 10.26.025 (Appendix 3.1).
3 City of Newport Beach General Plan Policy N 1.8
n NIOSH, Criteria for Recommended Standard: Occupational Noise Exposure and Federal Transit Administration,
Transit Noise and Vibration Impact Assessment.
Source: Federal Transit Administration, Transit Noise and Vibration Impact Assessment, September 2018
"Daytime" = 7:00 a.m. to 10:00 p.m.; "Nighttime" = 10:00 p.m. to 7:00 a.m.;
"n/a" = No nighttime construction activity is permitted, so no nighttime construction noise level limits are identified; "VdB" = Vibration
Decibels
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5 EXISTING NOISE LEVEL MEASUREMENTS
To assess the existing noise level environment, five 24-hour noise level measurements were
taken at sensitive receiver locations in the Project study area on Wednesday, October 2, 2019.
The receiver locations were selected to describe and document the existing noise environment
within the Project study area. Exhibit 5-A provides the boundaries of the Project study area and
the noise level measurement locations. Appendix 5.1 includes study area photos.
5.1 MEASUREMENT PROCEDURE AND CRITERIA
To describe the existing noise environment, the hourly noise levels were measured during typical
weekday conditions over a 24-hour period. By collecting individual hourly noise level
measurements, it is possible to describe the daytime and nighttime hourly noise levels and
calculate the 24-hour CNEL. The long-term noise readings were recorded using Piccolo Type 2
integrating sound level meter and dataloggers. The Piccolo sound level meters were calibrated
using a Larson -Davis calibrator, Model CAL 150. All noise meters were programmed in "slow"
mode to record noise levels in "A" weighted form. The sound level meters and microphones
were equipped with a windscreen during all measurements. All noise level measurement
equipment satisfies the American National Standards Institute (ANSI) standard specifications for
sound level meters ANSI S1.4-2014/IEC 61672-1:2013. (14)
5.2 NOISE MEASUREMENT LOCATIONS
The long-term noise level measurements were positioned as close to the nearest sensitive
receiver locations as possible to assess the existing ambient hourly noise levels surrounding the
Project site. Both Caltrans and the FTA recognize that it is not reasonable to collect noise level
measurements that can fully represent every part of a private yard, patio, deck, or balcony
normally used for human activity when estimating impacts for new development projects. This
is demonstrated in the Caltrans general site location guidelines which indicate that, sites must be
free of noise contamination by sources other than sources of interest. Avoid sites located near
sources such as barking dogs, lawnmowers, pool pumps, and air conditioners unless it is the
express intent of the analyst to measure these sources. (4) Further, FTA guidance states, that it
is not necessary nor recommended that existing noise exposure be determined by measuring at
every noise -sensitive location in the project area. Rather, the recommended approach is to
characterize the noise environment for clusters of sites based on measurements or estimates at
representative locations in the community. (9)
Based on recommendations of Caltrans and the FTA, it is not necessary to collect measurements
at each individual building or residence, because each receiver measurement represents a group
of buildings that share acoustical equivalence. (9) In other words, the area represented by the
receiver shares similar shielding, terrain, and geometric relationship to the reference noise
source. Receivers represent a location of noise sensitive areas and are used to estimate the
future noise level impacts. Collecting reference ambient noise level measurements at the nearby
sensitive receiver locations allows for a comparison of the before and after Project noise levels
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and is necessary to assess potential noise impacts due to the Project's contribution to the
ambient noise levels.
5.3 NOISE MEASUREMENT RESULTS
The noise measurements presented below focus on the average or equivalent sound levels (Leq).
The equivalent sound level (Leq) represents a steady state sound level containing the same total
energy as a time varying signal over a given sample period. Table 5-1 identifies the hourly
daytime (7:00 a.m. to 10:00 p.m.) and nighttime (10:00 p.m. to 7:00 a.m.) noise levels at each
noise level measurement location. Appendix 5.2 provides a summary of the existing hourly
ambient noise levels described below:
• Location L1 represents the noise levels south of 204 Tustin Ave near the side yard of the single-
family home. The noise level measurements collected show an overall 24-hour exterior noise
level of 63.5 dBA CNEL. The energy (logarithmic) average daytime noise level was calculated at
59.9 dBA Leq with an average nighttime noise level of 56.0 dBA Leq.
• Location L2 represents the noise levels near the parking meters in the parking lot adjacent to 124
Tustin Avenue. The noise level measurements collected show an overall 24-hour exterior noise
level of 59.2 dBA CNEL. The energy (logarithmic) average daytime noise level was calculated at
57.3 dBA Leq with an average nighttime noise level of 50.6 dBA Leq.
• Location L3 represents the noise levels in the parking lot South of Newport Theatre Arts Center.
The 24-hour CNEL indicates that the overall exterior noise level is 55.4 dBA CNEL. The energy
(logarithmic) average daytime noise level was calculated at 53.6 dBA Leq with an average nighttime
noise level of 46.8 dBA Leq.
• Location L4 represents the noise levels in parking lot north of 2400 West Coast Highway and west
of Avon Lot 2. The noise level measurements collected show an overall 24-hour exterior noise
level of 62.4 dBA CNEL. The energy (logarithmic) average daytime noise level was calculated at
59.3 dBA Leq with an average nighttime noise level of 54.6 dBA Leq.
• Location L5 represents the noise levels in the courtyard of 124 Tustin Avenue. The noise level
measurements collected show an overall 24-hour exterior noise level of 54.6 dBA CNEL. The
energy (logarithmic) average daytime noise level was calculated at 52.0 dBA Leq with an average
nighttime noise level of 46.6 dBA Leq.
Table 5-1 provides the (energy average) noise levels used to describe the daytime and nighttime
ambient conditions. These daytime and nighttime energy average noise levels represent the
average of all hourly noise levels observed during these time periods expressed as a single
number. Appendix 5.2 provides summary worksheets of the noise levels for each hour as well as
the minimum, maximum, L1, L2, Ls, L8, L25, Lso, L9o, L95, and L99 percentile noise levels observed
during the daytime and nighttime periods.
The background ambient noise levels in the Project study area are dominated by the
transportation -related noise associated with West Coast Highway. The 24-hour existing noise
level measurements shown on Table 5-1 present the existing ambient noise conditions.
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TABLE 5-1: 24-HOUR AMBIENT NOISE LEVEL MEASUREMENTS
1 See Exhibit 5-A for the noise level measurement locations.
2 The long-term 24-hour measurement printouts are included in Appendix 5.2.
"Daytime" = 7:00 a.m. to 10:00 p.m.; "Nighttime" = 10:00 p.m. to 7:00 a.m.
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Energy Average
Noise Level
Location'
Description
(dBA Leq)2
CNEL
Daytime
Nighttime
Located south of 204 Tustin Avenue near
L1
the side yard of the single-family home.
59.9
56.0
63.5
Located near the parking meters in the
L2
parking lot adjacent to 124 Tustin
57.3
50.6
59.2
Avenue.
Located in the parking lot South of
L3
53.6
46.8
55.4
Newport Theatre Arts Center.
Located in parking lot north of 2400 West
L4
59.3
54.6
62.4
Coast Highway and west of Avon Lot 2
Located in courtyard of 124 Tustin
L5
52.0
46.6
54.6
Avenue.
1 See Exhibit 5-A for the noise level measurement locations.
2 The long-term 24-hour measurement printouts are included in Appendix 5.2.
"Daytime" = 7:00 a.m. to 10:00 p.m.; "Nighttime" = 10:00 p.m. to 7:00 a.m.
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EXHIBIT 5-A: NOISE MEASUREMENT LOCATIONS
' •r
SITEIN
.
.!7T
i
r''
r,
LEGEND:
Site Boundary
® Measurement Locations
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6 METHODS AND PROCEDURES
The following section outlines the methods and procedures used to model and analyze the future
traffic noise environment.
6.1 FHWA TRAFFIC NOISE PREDICTION MODEL
The expected roadway noise level increases from vehicular traffic were calculated by Urban
Crossroads, Inc. using a computer program that replicates the Federal Highway Administration
(FHWA) Traffic Noise Prediction Model- FHWA-RD-77-108. (15) This is consistent with the
approach used for the City of Newport Beach General Plan Update EIR. (3) The FHWA Model
arrives at a predicted noise level through a series of adjustments to the Reference Energy Mean
Emission Level (REMEL). In California the national REMELs are substituted with the California
Vehicle Noise (Calveno) Emission Levels. (16) Adjustments are then made to the REMEL to
account for: the roadway classification (e.g., collector, secondary, major or arterial), the roadway
active width (i.e., the distance between the center of the outermost travel lanes on each side of
the roadway), the total average daily traffic (ADT), the travel speed, the percentages of
automobiles, medium trucks, and heavy trucks in the traffic volume, the roadway grade, the
angle of view (e.g., whether the roadway view is blocked), the site conditions ("hard" or "soft"
relates to the absorption of the ground, pavement, or landscaping), and the percentage of total
ADT which flows each hour throughout a 24-hour period. Research conducted by Caltrans has
shown that the use of soft site conditions is appropriate for the application of the FHWA traffic
noise prediction model used in this analysis. (17)
6.2 ON-SITE TRAFFIC NOISE PREDICTION MODEL INPUTS
The on-site roadway parameters including the average daily traffic (ADT) volumes used for this
study are presented on Table 6-1. Based on the City of Newport Beach General Plan Circulation
Element, West Coast Highway is classified as a Major Road. (18) To predict the future on-site
noise environment at the Project site, parameters including the number of lanes and the future
buildout average daily traffic volumes were obtained from the City of Newport Beach General
Plan Update Environmental Impact Report, Figure 4.13-8.
For the purposes of this analysis, soft site conditions were used to analyze the on-site traffic noise
impacts for the Project study area. Soft site conditions account for the sound propagation loss
over natural surfaces such as normal earth and ground vegetation. Research by Caltrans has
shown that the use of soft site conditions is appropriate for the application of the FHWA traffic
noise prediction model used in this analysis. (17)
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TABLE 6-1: ON-SITE ROADWAY PARAMETERS
Roadway
Lanes
Classification)
Average Daily
Speed
Site
Autos
77.50%
12.90%
Traffic Volume Z
(mph )3
Conditions
W. Coast Hwy.
5
Major
51,000
40
Soft
Tustin Ave.
2
Collector
3,000
25
Soft
' City of Newport Beach General Plan Figure CEI Master Plan of Streets and Highways
2 City of Newport Beach General Plan Update EIR Figure 4.13-8 General Plan Buildout with Project ADT.
3 Posted speed limit.
The site plan is used to identify the relationship between the roadway centerline elevation, the
pad elevation and the centerline distance to any intervening noise barriers, and the building
fagade. The exterior noise level receiver locations were placed five feet above the finished floor
elevation for each floor. Table 6-2 presents the time of day vehicle splits and Table 6-3 presents
the traffic flow distributions (vehicle mix) used for this analysis. The vehicle mix provides the
hourly distribution percentages of automobile, medium trucks, and heavy trucks for input into
the FHWA noise prediction model.
TABLE 6-2: TIME OF DAY VEHICLE SPLITS
Vehicle Type
Time of Day Splits'
Total of Time of
Day Splits
Daytime
Evening
Nighttime
Autos
77.50%
12.90%
9.60%
100.00%
Medium Trucks
84.80%
4.90%
10.30%
100.00%
Heavy Trucks
86.50%
2.70%
10.80%
100.00%
' Source: Typical Southern California vehicle mix.
"Daytime" = 7:00 a.m. to 7:00 p.m.; "Evening" = 7:00 p.m. to 10:00 p.m.; "Nighttime" = 10:00 p.m. to 7:00 a.m.
TABLE 6-3: DISTRIBUTION OF TRAFFIC FLOW BY VEHICLE TYPE (VEHICLE MIX)
Classification
Total % Traffic Flow
Total
Autos
Medium Trucks
Heavy Trucks
All Roadways'
97.42%
1.84%
0.74%
100.00%
1 Source: Typical Southern California vehicle mix.
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7 ON-SITE NOISE IMPACTS FROM TRAFFIC
An on-site exterior noise impact analysis has been completed to determine the traffic noise
exposure and to identify potential necessary noise abatement measures for the proposed 2510
PCH Mixed -Use Development Project. The primary source of traffic noise affecting the Project
site is anticipated to be from West Coast Highway and Tustin Avenue. The Project will also
experience some background traffic noise impacts from nearby drive aisles and parking lots,
however, due to the low traffic volumes, distance and intervening structures these are not
anticipated to make a significant contribution to the exterior noise levels at the Project site.
7.1 EXTERIOR NOISE ANALYSIS
The analysis shows that the future on-site exterior traffic noise levels are expected to approach
71.8 dBA CNEL at the first -floor auto showroom. This is below the City of Newport Beach's 75
dBA CNEL normally compatible exterior land use compatibility criteria non-residential uses. The
that the future on-site exterior traffic noise levels are expected to approach 63.5 dBA CNEL with
the planned 6 -foot high glass screen wall at the rooftop deck fagade facing West Coast Highway.
This is below the City of Newport Beach's 65 dBA CNEL normally compatible exterior land use
compatibility criteria for mixed use.
A review of the Project elevations show that the second residential dwelling units are largely
blocked boutique auto showroom. However, the third -floor residential dwelling units will be
exposed to the traffic noise from West Coast Highway. As shown on Table 8-1 the residential
dwelling units are expected to experience an exterior noise level of 64.0 dBA CNEL at the third -
floor building fagade. This satisfies the City of Newport Beach's 65 dBA CNEL clearly compatible
exterior land use compatibility criteria for residential use. Therefore, future exterior traffic noise
impacts will be less than significant. Appendix 7.1 includes the on-site traffic noise level
calculations.
TABLE 7-1: EXTERIOR TRAFFIC NOISE LEVELS
' As shown on the Project site plan (Exhibit 1-B)
2 Combined future exterior noise levels at the building facade. Calculations are included in Appendix 7-1.
3 City of Newport Beach Land Use Noise Compatibility Thresholds Table N2 (Exhibit 3-A).
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Combined
Exterior
Noise Level
Land Use'
Roadways
Level
at Facade
Exterior
Noise Level
Threshold
Noise Level
Threshold
Exceeded?
(dBA CNEL)
(dBA CNEL)Z
(dBA CNEL)3
W. Coast Hwy.
1st
71.8
Auto Showroom
71.8
75
No
Tustin Ave.
50.9
Floor
W. Coast Hwy.
2nd
61.3
Rooftop Deck
63.5
65
No
Tustin Ave.
59.5
Floor
W. Coast Hwy.
3rd
64.0
Residential
64.2
65
No
Tustin Ave.
50.1
Floor
' As shown on the Project site plan (Exhibit 1-B)
2 Combined future exterior noise levels at the building facade. Calculations are included in Appendix 7-1.
3 City of Newport Beach Land Use Noise Compatibility Thresholds Table N2 (Exhibit 3-A).
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7.2 INTERIOR NOISE ANALYSIS
To ensure that the interior noise levels comply with the City of Newport Beach 45 dBA CNEL
interior noise level standards, future noise levels were calculated at the building fagades. While
the City maintains interior noise standards for noise sensitive residential land uses, the City does
not prescribe specific interior noise requirements for non-residential land uses such as the
planned auto showroom and office uses.
Table 7-2 shows that the future exterior noise levels at the third -floor residential building fagade
are estimated at 64.0 dBA CNEL. Table 7-2 shows that the estimated interior noise levels using
typical building construction and standard windows will provide an interior noise level reduction
of 25 dBA. With the standard windows, units facing West Coast Highway will experience interior
levels of 39.0 dBA CNEL. This satisfies the City of Newport Beach 45 dBA CNEL interior noise level
standards and is less than significant.
TABLE 7-2: INTERIOR NOISE LEVELS (CNEL)
Exterior noise level at the facade with a windows closed condition requiring a means of mechanical ventilation (e.g. air conditioning).
z Noise reduction required to satisfy the 45 dBA CNEL interior noise standard for residential uses.
s Typical building construction interior noise reduction with the standard windows .
"NR" = Noise Reduction
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Noise
Required
Typical
Interior
Building
Threshold
Floor
Level
Interior
Interior
Noise
Threshold
(Facade)
Exceeded?
at Fa5adel
NR
NRI
Level
Residential
3
64.0
19.0
25.0
39.0
45
No
Exterior noise level at the facade with a windows closed condition requiring a means of mechanical ventilation (e.g. air conditioning).
z Noise reduction required to satisfy the 45 dBA CNEL interior noise standard for residential uses.
s Typical building construction interior noise reduction with the standard windows .
"NR" = Noise Reduction
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2510 PCH Mixed -Use Development Noise Impact Analysis
8 SENSITIVE RECEIVER LOCATIONS
To assess the potential for long-term operational and short-term construction noise impacts, the
following sensitive receiver locations as shown on Exhibit 9-A were identified as representative
locations for analysis. Sensitive receivers are generally defined as locations where people reside
or where the presence of unwanted sound could otherwise adversely affect the use of the land.
Noise -sensitive land uses are generally considered to include schools, hospitals, single-family
dwellings, mobile home parks, churches, libraries, and recreation areas. Moderately noise -
sensitive land uses typically include multi -family dwellings, hotels, motels, dormitories, out-
patient clinics, cemeteries, golf courses, country clubs, athletic/tennis clubs, and equestrian
clubs. Land uses that are considered relatively insensitive to noise include business, commercial,
and professional developments. Land uses that are typically not affected by noise include:
industrial, manufacturing, utilities, agriculture, undeveloped land, parking lots, warehousing,
liquid and solid waste facilities, salvage yards, and transit terminals.
The closest sensitive receivers to the Project site are described below. Other sensitive land uses
in the Project study area that are located at greater distances than those identified in this noise
study will experience lower noise levels than those presented in this report due to the additional
attenuation from distance and the shielding of intervening structures.
R1: Located approximately 83 feet northwest of the Project site, R1 represents an existing
single-family residential home located at 204 Tustin Avenue. A 24-hour noise level
measurement was taken near this location, L1, to describe the existing ambient noise
environment.
R2: Location R2 represents the location 60 feet north of the Site roughly 47 feet above the
pad elevation of the Project at 124 Tustin Avenue. A 24-hour noise level measurement
was taken near this location, L2, to describe the existing ambient noise environment.
R3: Located approximately 197 feet north of the Project site, R3 represents the Newport
Theatre Arts Center. A 24-hour noise level measurement was taken near this location, L3,
to describe the existing ambient noise environment.
R4: Location R4 represents the existing outdoor play area for the adjacent Bright Horizons
daycare facility 2500 West Coast Highway located approximately 23 feet east of the
Project site boundary. Because Bright Horizons daycare facility was inaccessible, a 24-
hour noise level measurement was taken near this location, L4 in a location that
represents a similar existing ambient noise environment, to describe the existing ambient
noise environment at R4.
R5: Located approximately 55 feet west of the Project site, R5 represents the existing
commercial retail uses that share a common courtyard area at 124 Tustin Avenue. A 24-
hour noise level measurement was taken near this location, L5, to describe the existing
ambient noise environment.
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EXHIBIT S-A: RECEIVER LOCATIONS
T
S
LEGEND:
Site Boundary
Receiver Locations
—� Distance from receiver to Project site boundary (in feet)
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9 OPERATIONAL NOISE IMPACTS TO NEARBY SENSITIVE RECEIVERS
This section analyzes the potential stationary -source operational noise impacts at the nearby
receiver locations, identified in Section 8, resulting from the operation of the proposed 2510 PCH
Mixed -Use Development Project. Exhibit 9-A identifies the representative receiver locations and
noise source locations used to assess the operational noise levels. Appendix 9.1 includes the
detailed calculations for the Project operational noise levels presented in this section.
9.1 OPERATIONAL NOISE SOURCES
This noise analysis describes the noise level impacts associated with the expected typical
operational activities related to residential mixed use at the Project site. The on-site Project -
related operational noise sources are expected to include: air conditioning units, trash enclosure,
roof deck activities and vehicle movements.
9.2 REFERENCE OPERATIONAL NOISE LEVELS
To estimate the Project operational noise impacts, reference noise level measurements were
collected from similar types of activities to represent the noise levels expected with the
development of the proposed Project. This section provides a detailed description of the
reference noise level measurements shown on Table 9-1 used to estimate the Project operational
noise impacts. It is important to note that the following projected noise levels assume the worst-
case noise environment with the air conditioning units, trash enclosure, roof deck activities and
vehicle movements.
9.2.1 MEASUREMENT PROCEDURES
The reference noise level measurements presented in this section were collected using a
combination of Type 1 and Type 2 sound level meters. Each sound level meter was programmed
in "slow" mode to record noise levels in "A" weighted form and calibrated prior to each
measurement. The sound level meters and microphones were equipped with a windscreen
during all measurements. All noise level measurement equipment satisfies the American
National Standards Institute (ANSI) standard specifications for sound level meters ANSI S1.4-
2014/IEC 61672-1:2013. (14)
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EXHIBIT 9-A: OPERATIONAL NOISE SOURCE AND RECEIVER LOCATIONS
qn-y
o M�
-14°r =
sT j
r�
4 � r
d
�_ �� � ods-v�paoe� � !•`2�, f'
t
5
. G
%T
iOrk`
r Ae
CO. 14
AlLEGEND:
L-� Site Boundary Air Conditioning Unit Roof Deck Activity
Receiver Locations ♦ Trash Enclosure Activity O Vehicle Movements
—0 Distance from receiver to Project site boundary (in feet)
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TABLE 9-1: REFERENCE NOISE LEVEL MEASUREMENTS
' Reference Daikin submittal data sheet for 6 -Ton VRV-IV Heat Recovery Unit REYQ272TTJU.
'As measured by Urban Crossroads, Inc. at a commercial and office park trash enclosure in the City of Costa Mesa.
'As measured by Urban Crossroads, Inc. in the outdoor patio area of Louie's by the Bay.
° Estimated Reference Energy Mean Emission Levels (Autos at 15 mph) from the Caltrans Technical Noise Supplement of the Traffic
Noise Analysis Protocol (9/2013 p. 4-18).
5Anticipated duration (minutes within the hour) of noise activity during typical hourly conditions expected at the Project site. "Daytime"
= 7:00 a.m. to 10:00 p.m.; "Nighttime" = 10:00 p.m. to 7:00 a.m.
e Vehicle Movements are calculated based on the number of events by time of day (See Table 9-2).
9.2.2 REFERENCE AIR CONDITIONING UNITS
To assess the noise levels created by the air conditioning units at the Project site, reference noise
levels were obtained from product data from the Daikin submittal data sheet for 6 -Ton VRV-IV
Heat Recovery Unit REYQ272TTJU. To reference air conditioning unit describes the expected
noise source levels associated with the eight air conditioning units located on the northwest
corner of the Project site and the two roof -top units located above the auto showroom. At a
uniform reference distance of 50 feet, the reference noise level for each air conditioning unit is
47.3 dBA Leq. It is expected that during typical operating conditions the air conditioning units will
operate continuously during the daytime and nighttime hours. It is important to note that the
following projected noise levels assume the worst-case noise environment with all air
conditioning units operating simultaneously. These air conditioning units will likely cycle on and
off throughout the day.
9.2.3 TRASH ENCLOSURE ACTIVITY
To describe the noise levels associated with a trash enclosure, Urban Crossroads collected a
reference noise level measurement on May 3rd, 2018 at an existing commercial and office park
trash enclosure within a parking lot on the northeast corner of Baker Street and Red Hill Avenue.
The measured reference noise level at the uniform 50 -foot reference distance is 57.3 dBA Leq for
the trash enclosure activity. The trash enclosure activity noise levels include two metal gates
opening and closing, metal scraping against concrete floor sounds, dumpster movement on metal
wheels, trash dropping into the metal dumpster, and background parking lot vehicle movements.
Noise associated with trash enclosure activities is expected to occur for 10 minutes per hour
during the daytime hours and 5 minutes per hour during the nighttime hours.
12954-09 Noise Study OURBAND35OSSROAS
Noise
Min./Hours
Reference Noise
Ref.
Source
Level (dBA Leq)
Noise Source
Distance
Day
Night
@ Ref.
@ 50
(Feet)
Height
(Feet)
Dist.
Feet
Air Conditioning Units'
5'
4'
60
60
67.3
47.3
Trash Enclosure Activity'
5'
5'
10
5
77.3
57.3
Roof Deck Activity3
10'
5'
60
0
75.2
61.2
Vehicle MovementS4
50'
3'
-6
6
53.0
53.0
' Reference Daikin submittal data sheet for 6 -Ton VRV-IV Heat Recovery Unit REYQ272TTJU.
'As measured by Urban Crossroads, Inc. at a commercial and office park trash enclosure in the City of Costa Mesa.
'As measured by Urban Crossroads, Inc. in the outdoor patio area of Louie's by the Bay.
° Estimated Reference Energy Mean Emission Levels (Autos at 15 mph) from the Caltrans Technical Noise Supplement of the Traffic
Noise Analysis Protocol (9/2013 p. 4-18).
5Anticipated duration (minutes within the hour) of noise activity during typical hourly conditions expected at the Project site. "Daytime"
= 7:00 a.m. to 10:00 p.m.; "Nighttime" = 10:00 p.m. to 7:00 a.m.
e Vehicle Movements are calculated based on the number of events by time of day (See Table 9-2).
9.2.2 REFERENCE AIR CONDITIONING UNITS
To assess the noise levels created by the air conditioning units at the Project site, reference noise
levels were obtained from product data from the Daikin submittal data sheet for 6 -Ton VRV-IV
Heat Recovery Unit REYQ272TTJU. To reference air conditioning unit describes the expected
noise source levels associated with the eight air conditioning units located on the northwest
corner of the Project site and the two roof -top units located above the auto showroom. At a
uniform reference distance of 50 feet, the reference noise level for each air conditioning unit is
47.3 dBA Leq. It is expected that during typical operating conditions the air conditioning units will
operate continuously during the daytime and nighttime hours. It is important to note that the
following projected noise levels assume the worst-case noise environment with all air
conditioning units operating simultaneously. These air conditioning units will likely cycle on and
off throughout the day.
9.2.3 TRASH ENCLOSURE ACTIVITY
To describe the noise levels associated with a trash enclosure, Urban Crossroads collected a
reference noise level measurement on May 3rd, 2018 at an existing commercial and office park
trash enclosure within a parking lot on the northeast corner of Baker Street and Red Hill Avenue.
The measured reference noise level at the uniform 50 -foot reference distance is 57.3 dBA Leq for
the trash enclosure activity. The trash enclosure activity noise levels include two metal gates
opening and closing, metal scraping against concrete floor sounds, dumpster movement on metal
wheels, trash dropping into the metal dumpster, and background parking lot vehicle movements.
Noise associated with trash enclosure activities is expected to occur for 10 minutes per hour
during the daytime hours and 5 minutes per hour during the nighttime hours.
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9.2.4 ROOF DECK ACTIVITY
To determine the noise levels associated with the roof deck activities, Urban Crossroads collected
reference noise level measurements in the outdoor patio area at Louie's by the Bay. This
restaurant located at 2801 West Coast Highway provides a large outdoor patio and dining area.
While the restaurant provided background recorded music over the loudspeaker system, the
primary source of noise was from the guest conversations and dining activity. At approximately
10 feet from the noise source, the reference dining activity noise levels were measured at 75.2
dBA Leq. Roof deck activities are limited to the daytime hours from 7:00 a.m. to 10:00 p.m. with
no planned nighttime activity.
9.2.5 VEHICLE MOVEMENTS
Based on the reference energy mean emission levels published in the Caltrans Technical Noise
Supplement of the Traffic Noise Analysis Protocol (4 pp. 4-18), autos travelling at speeds of 15
miles per hour produce a reference noise level of 53.0 dBA Leq at 50 feet. According to the 2510
W. Coast Hwy Mixed Use Development preliminary trip generation estimates, the Project is
expected to generate a total of approximately 294 trip -ends per day. Using the time of day
vehicle splits for autos from Table 6-2, it is possible to calculate the vehicle movement noise
source activity based on the number of events by time of day as shown on Table 9-2.
TABLE 9-2: VEHICLE MOVEMENTS BY TIME OF DAY
Location'
Vehicle
Trips'
Time of Day Vehicle Splits3
Vehicle Movements4
Day
Evening
Night
Day
Evening
Night
All Driveways
294
77.50%
12.90%
9.60%
228
38
28
1 Driveway locations as shown on Exhibit 9-A.
Z Total Project vehicle trips based on 2510 W. Coast Hwy Mixed Use Development preliminary trip generation estimates.
3 Time of day vehicle splits for autos as shown on Table 6-2.
n Calculated time of day entry vehicle movements.
9.3 CADNAA NOISE PREDICTION MODEL
To fully describe the exterior operational noise levels from the Project, Urban Crossroads, Inc.
developed a noise prediction model using the CadnaA (Computer Aided Noise Abatement)
computer program. CadnaA can analyze multiple types of noise sources using the spatially
accurate Project site plan, georeferenced Nearmap aerial imagery, topography, buildings, and
barriers in its calculations to predict outdoor noise levels.
Using the ISO 9613 protocol, CadnaA will calculate the distance from each noise source to the
noise receiver locations, using the ground absorption, distance, and barrier/building attenuation
inputs to provide a summary of noise level at each receiver and the partial noise level
contributions by noise source. Consistent with the ISO 9613 protocol, the CadnaA noise
prediction model relies on the reference sound power level (PWL) to describe individual noise
sources. While sound pressure levels (e.g. Leq) quantify in decibels the intensity of given sound
12954-09 Noise Study ► URBAN
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2510 PCH Mixed -Use Development Noise Impact Analysis
sources at a reference distance, sound power levels (PWL) are connected to the sound source
and are independent of distance. Sound pressure levels vary substantially with distance from the
source and diminish because of intervening obstacles and barriers, air absorption, wind, and
other factors. Sound power is the acoustical energy emitted by the sound source and is an
absolute value that is not affected by the environment.
The operational noise level calculations provided in this noise study account for the distance
attenuation provided due to geometric spreading, when sound from a localized stationary source
(i.e., a point source) propagates uniformly outward in a spherical pattern. Hard site conditions
are used in the operational noise analysis which result in noise levels that attenuate (or decrease)
at a rate of 6 dBA for each doubling of distance from a point source. A default ground attenuation
factor of 0.0 was used in the CadnaA noise analysis to account for hard site conditions. Appendix
9.1 includes the detailed noise model used to estimate the Project operational noise levels
presented in this section.
9.4 PROJECT OPERATIONAL NOISE LEVELS
Using the reference noise levels to represent the proposed Project operations that include air
conditioning units, trash enclosure, roof deck activities and vehicle movements, Urban
Crossroads, Inc. calculated the operational source noise levels that are expected to be generated
at the Project site and the Project -related noise level increases that would be experienced at each
of the sensitive receiver locations. Tables 9-3 shows the Project operational noise levels during
the daytime hours of 7:00 a.m. to 10:00 p.m. The daytime hourly noise levels at the off-site
receiver locations are expected to range from 38.7 to 50.2 dBA Leq.
TABLE 9-3: DAYTIME PROJECT OPERATIONAL NOISE LEVELS
Noise Sources
Operational Noise Levels by Receiver Location (dBA Leq)
R1
R2
R3
R4
R5
Air Conditioning Units
48.7
35.6
29.5
25.8
31.0
Trash Enclosure Activity
21.4
40.9
35.2
34.8
15.4
Roof Deck Activity
44.4
44.4
44.2
35.9
41.8
Vehicle Movements
35.0
30.2
16.6
17.8
7.3
Total (All Noise Sources)
50.2
46.5
44.9
38.7
42.2
1 See Exhibit 9-A for the noise source locations. CadnaA noise model calculations are included in Appendix 9.1.
Table 9-4 shows the Project operational noise levels during the nighttime hours of 10:00 p.m. to
7:00 a.m. The nighttime hourly noise levels at the off-site receiver locations are expected to
range from 28.3 to 46.0 dBA Leq. The differences between the daytime and nighttime noise levels
is largely related to the duration of noise activity (Table 9-1).
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TABLE 9-4: NIGHTTIME PROJECT OPERATIONAL NOISE LEVELS
Noise Sources
Operational Noise Levels by Receiver Location (dBA Leq)
R1
R2
R3
R4
R5
Air Conditioning Units
46.0
32.8
26.8
23.1
28.2
Trash Enclosure Activity
17.4
36.9
31.2
30.8
11.5
Roof Deck Activity
0.0
0.0
0.0
0.0
0.0
Vehicle Movements
25.9
21.1
7.5
8.7
0.0
Total (All Noise Sources)
46.0
38.3
32.5
31.5
28.3
1 See Exhibit 9-A for the noise source locations. CadnaA noise model calculations are included in Appendix 9.1.
9.5 PROJECT OPERATIONAL NOISE LEVEL COMPLIANCE
To demonstrate compliance with local noise regulations, the Project -only operational noise levels
are evaluated against the City of Newport Beach exterior noise level standards at nearby noise -
sensitive receiver locations. For the noise -sensitive residential land use, the City of Newport
Beach has established exterior noise level standards of 55 dBA Leq during the daytime hours (7:00
a.m. to 10:00 p.m.) and 50 dBA Leq during the nighttime hours (10:00 p.m. to 7:00 a.m.). (12) In
the event the ambient noise level exceeds the noise standard, the maximum allowable noise level
under said category shall be increased to reflect he maximum ambient noise level (Section
10.26.025(C)). While the Section 10.26.025(C) of City of Newport Beach Municipal Code permits
the use of the existing ambient noise level to describe the base exterior noise level standards,
this analysis relies on the more conservative and restrictive standards outlined in Section
10.26.025(A). Table 9-5 shows that the operational noise levels associated with 2510 PCH Mixed -
Use Development Project will satisfy the City of Newport Beach exterior noise level standards at
all nearby receiver locations. Therefore, the operational noise impacts are considered less than
significant at the nearby noise -sensitive receiver locations.
TABLE 9-5: OPERATIONAL NOISE LEVEL COMPLIANCE
Receiver
Locations
Project Operational
Noise Levels (dBA Leq)2
Noise Level Standards
(dBA Leq)3
Noise Level Standards
Exceeded?
Daytime
Nighttime
Daytime
Nighttime
Daytime
Nighttime
R1
50.2
46.0
55
50
No
No
R2
46.5
38.3
55
50
No
No
R3
44.9
32.5
55
50
No
No
R4
38.7
31.5
55
50
No
No
R5
42.2
28.3
55
50
No
No
1 See Exhibit 9-A for the noise source and receiver locations.
z Proposed Project operational noise levels as shown on Tables 9-3 and 9-4.
3 Base exterior noise level standards as shown on Table 3-1. If the ambient level exceeds allowable exterior Leq noise level, the
ambient shall be the standard per Section 10.26.025 (C) of the City of Newport Beach Municipal Code.
° Do the estimated Project operational noise source activities exceed the noise level standards?
"Daytime" = 7:00 a.m. to 10:00 p.m.; "Nighttime" = 10:00 p.m. to 7:00 a.m.
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9.6 PROJECT OPERATIONAL NOISE LEVEL INCREASE
To describe the Project operational noise level increase, the Project operational noise levels are
combined with the existing ambient noise levels measurements for nearby receiver locations
potentially impacted by Project operational noise sources. Since the units used to measure noise,
decibels (dB), are logarithmic units, the Project -operational and existing ambient noise levels
cannot be combined using standard arithmetic equations. (4) Instead, they must be
logarithmically added using the following base equation:
SPLTotal = 1010g1o[10SPL1/10 + ZOSPL2/10 + 10SPLn/10]
Where "SPL1," "SPL2," etc. are equal to the sound pressure levels being combined, or in this case,
the Project -operational and existing ambient noise levels. The difference between the combined
Project and ambient noise levels describe the Project noise level increase to the existing ambient
noise environment. Noise levels that would be experienced at receiver locations when Project -
source noise is added to the daytime and nighttime ambient conditions are presented on Tables
9-6 and 9-7, respectively. As indicated on Tables 9-6 and 9-7, the Project will generate a daytime
operational noise level increase of up to 0.5 dBA Leq and a nighttime operational noise level
increase of up to 0.4 dBA Leq at the nearby receiver locations. Since the Project -related
operational noise level contributions will satisfy the operational noise level increase significance
criteria presented in Table 4-2, the increases at the sensitive receiver locations will be less than
significant.
TABLE 9-6: PROJECT DAYTIME NOISE LEVEL INCREASES
See Exhibit 9-A for the sensitive receiver locations.
z Total Project daytime operational noise levels as shown on Table 9-3.
3 Reference noise level measurement locations as shown on Exhibit 5-A.
4 Observed daytime ambient noise levels as shown on Table 5-1.
5 Represents the combined ambient conditions plus the Project daytime operational activities.
6 The noise level increase expected with the addition of the proposed Project daytime operational activities.
Significance Criteria as defined in Section 4.
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Total Project
Reference
Combined
Receiver
Operational
Measurement
Ambient
Project and
Project,
Threshold
Threshold
Location 1
Locations
Increase a
Exceeded?
Noise Level2
Noise Levels
Ambients
R1
50.2
L1
59.9
60.3
0.4
2.0
No
R2
46.5
L2
57.3
57.6
0.3
2.0
No
R3
44.9
L3
53.6
54.1
0.5
3.0
No
R4
38.7
L4
59.3
59.3
0.0
2.0
No
R5
42.2
L5
52.0
52.4
0.4
3.0
No
See Exhibit 9-A for the sensitive receiver locations.
z Total Project daytime operational noise levels as shown on Table 9-3.
3 Reference noise level measurement locations as shown on Exhibit 5-A.
4 Observed daytime ambient noise levels as shown on Table 5-1.
5 Represents the combined ambient conditions plus the Project daytime operational activities.
6 The noise level increase expected with the addition of the proposed Project daytime operational activities.
Significance Criteria as defined in Section 4.
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2510 PCH Mixed -Use Development Noise Impact Analysis
TABLE 9-7: PROJECT NIGHTTIME NOISE LEVEL INCREASES
1 See Exhibit 9-A for the sensitive receiver locations.
z Total Project nighttime operational noise levels as shown on Table 9-4.
3 Reference noise level measurement locations as shown on Exhibit 5-A.
4 Observed nighttime ambient noise levels as shown on Table 5-1.
s Represents the combined ambient conditions plus the Project nighttime operational activities.
6 The noise level increase expected with the addition of the proposed Project nighttime operational activities.
Significance Criteria as defined in Section 4.
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Total Project
Reference
Combined
Receiver
Operational
Measurement
Ambient
Project and
Project�
Threshold
Threshold
Location 1
Location a
Increase 6
Exceeded?
Noise Level'
Noise Levels
Ambients
R1
46.0
L1
56.0
56.4
0.4
2.0
No
R2
38.3
L2
50.6
50.9
0.3
3.0
No
R3
32.5
L3
46.8
47.0
0.2
3.0
No
R4
31.5
L4
54.6
54.6
0.0
3.0
No
R5
28.3
L5
46.6
46.7
0.1
3.0
No
1 See Exhibit 9-A for the sensitive receiver locations.
z Total Project nighttime operational noise levels as shown on Table 9-4.
3 Reference noise level measurement locations as shown on Exhibit 5-A.
4 Observed nighttime ambient noise levels as shown on Table 5-1.
s Represents the combined ambient conditions plus the Project nighttime operational activities.
6 The noise level increase expected with the addition of the proposed Project nighttime operational activities.
Significance Criteria as defined in Section 4.
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2510 PCH Mixed -Use Development Noise Impact Analysis
10 CONSTRUCTION NOISE IMPACTS
Construction noise represents the combination of several types of equipment, the location of the
equipment, and the duration of the noise -generating activities through different stages of
construction. Each stage of construction involves the use of different types of construction
equipment with unique noise characteristics operating at the varying distances within the
construction activity area.
This section analyzes potential impacts resulting from the short-term construction activities
associated with the development of the Project. Exhibit 10-A shows the construction activity
boundaries in relation to the nearby sensitive receiver locations. To minimize the short-term
construction activities, the Project will provide a temporary 8 to 16 -foot high noise barrier during
the demolition, site preparation, and grading stage of construction as shown on Exhibit 10-A.
10.1 CONSTRUCTION NOISE SOURCES
Noise generated by the Project construction source equipment will include a combination of
trucks, power tools, concrete mixers, and portable generators that when combined can reach
high levels. The number and mix of construction equipment is expected to occur in the following
stages:
• Demolition
• Site Preparation
• Grading
• Building Construction
• Paving
• Architectural Coating
This construction noise analysis was prepared using reference noise level measurements taken
by Urban Crossroads, Inc. to describe the typical construction activity noise levels for each stage
of Project construction. The construction reference noise level measurements represent a list of
typical construction activity noise levels. Noise levels generated by heavy construction
equipment can range from approximately 68 dBA to more than 80 dBA when measured at 50
feet. However, these noise levels diminish with distance from the construction site at a rate of 6
dBA per doubling of distance. For example, a noise level of 80 dBA measured at 50 feet from the
noise source to the receiver would be reduced to 74 dBA at 100 feet from the source to the
receiver, and would be further reduced to 68 dBA at 200 feet from the source to the receiver. At
distances of less than 50 feet the noise levels will increase at a rate of 6 dBA per halving of
distance.
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10.2 CONSTRUCTION REFERENCE NOISE LEVELS
To describe the Project construction noise levels, measurements were collected for similar
activities at several construction sites. Table 10-1 provides a summary of the construction
reference noise level measurements for each stage of construction. Since the reference noise
levels were collected at varying distances, all construction noise level measurements presented
on Table 10-1 have been adjusted to describe a uniform reference distance of 50 feet.
TABLE 10-1: CONSTRUCTION REFERENCE NOISE LEVELS
Construction
Stage
Reference Construction Activity'
Reference Noise
Level @ 50 Feet
(d BA Leq)
Highest Reference
Noise Level
(dBA Leq)
Demolition
Demolition Activity
67.9
71.9
Backhoe
64.2
Water Truck Pass -By & Backup Alarm
71.9
Site
Preparation
Scraper, Water Truck, & Dozer Activity
75.3
75.3
Backhoe
64.2
Water Truck Pass -By & Backup Alarm
71.9
Grading
Rough Grading Activities
73.5
73.5
Water Truck Pass -By & Backup Alarm
71.9
Construction Vehicle Maintenance Activities
67.5
Building
Construction
Foundation Trenching
68.2
71.6
Framing
62.3
Concrete Mixer Backup Alarms & Air Brakes
71.6
Paving
Concrete Mixer Truck Movements
71.2
71.2
Concrete Paver Activities
65.6
Concrete Mixer Pour & Paving Activities
65.9
Architectural
Coating
Air Compressors
65.2
65.2
Generator
64.9
Crane
62.3
1 Reference construction noise level measurements taken by Urban Crossroads, Inc.
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EXHIBIT 10-A: CONSTRUCTION ACTIVITY AND RECEIVER LOCATIONS
9`04, \\
4
1 �O i
Sm. ~
elf
LEGEND:
Receiver Locations = 8 -Foot High Temporary Noise Barrier
® Construction Activity Z 16 -Foot High Temporary Noise Barrier
—4 Distance from receiver to Project site boundary (in feet)
.a
r'' s. • 3� S1,
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2510 PCH Mixed -Use Development Noise Impact Analysis
10.3 CONSTRUCTION NOISE ANALYSIS
Using the reference construction equipment noise levels, calculations of the Project construction
noise level impacts at the nearby sensitive receiver locations were completed. To assess the
worst-case construction noise levels, the Project construction noise analysis relies on the highest
noise level impacts when the equipment with the highest reference noise level is operating at
the closest point from the edge of primary construction activity (Project site boundary) to each
receiver location.
Table 10-2 presents the highest reference short-term construction noise levels with the planned
temporary 8 to 16 -foot high screen wall for the demolition, site preparation, and grading stage
of construction. The reference construction noise levels used in the analysis include multiple
pieces of equipment (scraper, water truck and dozer) operating at once. The highest reference
noise level during the Site Preparation stage of construction is used in the construction noise
analysis is represented by a Site Preparation activity of 75.3 dBA Leq at 50 feet. The highest
reference noise source used in the Project construction noise analysis represents multiple pieces
of construction equipment operating simultaneously to conservatively estimate Project
construction noise levels. At distances of less than 50 feet the noise levels will increase at a rate
of 6 dBA per halving of distance.
The temporary noise barrier will be erected between the construction zone and adjacent
sensitive receivers as shown on Exhibit 10-A. It will have a minimum height of 8 to 16 feet and
be free of gaps and holes and will achieve a Sound Transmission Class (STC) of 35 or greater. The
barrier will either be (a) a %-inch-thick plywood wall OR (b) a hanging blanket/curtain with a
surface density of at least 2 pounds per square foot. For either configuration, the construction
side of the barrier will have an exterior lining of sound absorption material with a Noise Reduction
Coefficient (NRC) rating of at least 0.7.
Using the highest reference noise level of 75.3 dBA Leq, Table 10-2 provides a summary of the
construction noise levels at the nearby noise -sensitive receiver locations. The construction noise
levels associated with the proposed Project are expected to create temporarily high noise levels
at the nearby receiver locations. To assess the worst-case construction noise levels, this analysis
shows the highest noise impacts when the equipment with the highest reference noise level is
operating at the closest point from the edge of primary construction activity to each receiver
location. Appendix 10.1 includes the detailed calculations for the Project construction noise
levels presented in this section.
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TABLE 10-2: CONSTRUCTION ACTIVITY NOISE LEVEL SUMMARY
1 Noise receiver locations are shown on Exhibit 10-A.
'To minimize the short-term construction activities, the Project will provide a temporary 8 to 16 -foot high noise barrier during the
demolition, site preparation, and grading stage of construction.
3 Construction noise level calculations based on distance from the project site boundaries (construction activity area) to nearby receiver
locations. CadnaA construction noise model inputs are included in Appendix 10.1.
10.4 CONSTRUCTION NOISE LEVEL COMPLIANCE
The City of Newport Beach has set restrictions to control noise impacts associated with the
construction of the proposed Project. According to the City of Newport Beach Municipal Code
Section 10.28.040 (included in Appendix 3.2), construction activities are considered exempt from
the noise standards of the noise ordinance if limited to the hours of 7:00 a.m. to 6:30 p.m. on
Mondays to Fridays, and 8:00 a.m. to 6:00 p.m. on Saturdays, with no activity allowed on Sundays
or national holidays. (2) To evaluate whether the Project will generate potentially significant
short-term noise levels at off-site sensitive receiver locations a construction -related the NIOSH
noise level threshold of 85 dBA Leq is used to determine whether construction noise will impact
nearby sensitive receiver locations. Table 10-3 shows the highest construction noise levels at the
potentially impacted receiver locations are estimated to range from 52.0 to 73.7 dBA Leq and will
satisfy the NIOSH 85 dBA Leq significance threshold during temporary Project construction
activities. The noise impact due to Project construction noise levels is considered a less than
significant impact at all nearby sensitive receiver locations.
TABLE 10-3: CONSTRUCTION EQUIPMENT NOISE LEVEL COMPLIANCE
Receiver
Locations
Construction Noise Levels (dBA Leq)'
Receiver
Locations
Demolition
Site
Preparation
Grading
Building
Construction
Paving
Architectural
Coating
Highest
Levels'
R1
57.4
60.8
59.0
57.1
56.7
50.7
60.8
R2
63.4
66.8
65.0
63.1
62.7
56.7
66.8
R3
58.0
61.4
59.6
57.7
57.3
51.3
61.4
R4
70.3
73.7
71.9
70.0
69.6
63.6
73.7
R5
48.6
52.0
50.2
48.3
47.9
41.9
52.0
1 Noise receiver locations are shown on Exhibit 10-A.
'To minimize the short-term construction activities, the Project will provide a temporary 8 to 16 -foot high noise barrier during the
demolition, site preparation, and grading stage of construction.
3 Construction noise level calculations based on distance from the project site boundaries (construction activity area) to nearby receiver
locations. CadnaA construction noise model inputs are included in Appendix 10.1.
10.4 CONSTRUCTION NOISE LEVEL COMPLIANCE
The City of Newport Beach has set restrictions to control noise impacts associated with the
construction of the proposed Project. According to the City of Newport Beach Municipal Code
Section 10.28.040 (included in Appendix 3.2), construction activities are considered exempt from
the noise standards of the noise ordinance if limited to the hours of 7:00 a.m. to 6:30 p.m. on
Mondays to Fridays, and 8:00 a.m. to 6:00 p.m. on Saturdays, with no activity allowed on Sundays
or national holidays. (2) To evaluate whether the Project will generate potentially significant
short-term noise levels at off-site sensitive receiver locations a construction -related the NIOSH
noise level threshold of 85 dBA Leq is used to determine whether construction noise will impact
nearby sensitive receiver locations. Table 10-3 shows the highest construction noise levels at the
potentially impacted receiver locations are estimated to range from 52.0 to 73.7 dBA Leq and will
satisfy the NIOSH 85 dBA Leq significance threshold during temporary Project construction
activities. The noise impact due to Project construction noise levels is considered a less than
significant impact at all nearby sensitive receiver locations.
TABLE 10-3: CONSTRUCTION EQUIPMENT NOISE LEVEL COMPLIANCE
Receiver
Locations
Land Use
Construction Noise Levels (dBA Leq)
Highest
Levels'
Threshold'
Threshold
Exceeded?'
R1- (204 Tustin Ave.)
Residential
60.8
85
No
R2 - (124 Tustin Ave.)
Residential
66.8
85
No
R3 - (Newport Theatre Arts)
Park
61.4
85
No
R4 - (2400 W. Coast Hwy.)
Mixed -Use
73.7
85
No
R5 -(Courtyard)
Mixed -Use
52.0
85
No
Noise receiver locations are shown on Exhibit 10-A.
z City of Newport Beach Interactive Map (Zoning)
3 Estimated construction noise levels during peak operating conditions, as shown on Table 10-2.
° Construction noise level threshold as shown on Table 4-2.
s Do the estimated Project construction noise levels exceed the construction noise level threshold?
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These less than significant findings are consistent with the 2006 General Plan Environmental
Impact Report (EIR) (3): Construction activities would be an ongoing occurrence in the City and,
in particular cases, could occur in close proximity to noise -sensitive uses. Although the proposed
General Plan Update limits construction activities to specific days of the week and hours of the
day, construction equipment generates high noise levels, as shown in Table 4.9-9 and may not
always be reducible to the levels specified in the City Noise Ordinance. Section 10.26.035 of the
Municipal Code (Exemptions), exempts "noise sources associated with construction, repair,
remodeling, demolition, or grading of any real property." Section 10.26.035 also states that
construction noise should fall under the provisions of Section 10.28 of the Code (Loud and
Unreasonable Noise). Thus, construction noise is not subject to the noise standards in the
Municipal Code, but only during limited hours of the day and days of the week. In sum, existing
and future construction noise levels at individual construction sites may not substantially differ,
but previously unexposed areas could experience new sources of construction noise. Both existing
and future noise would be exempt from the City code and when construction noise occurs, impacts
would be considered less than significant.
10.5 CONSTRUCTION NOISE ABATEMENT MEASURES
Recognizing the potential for Project related short-term construction noise level increases at
nearby noise sensitive uses, the following measures are incorporated as design features of the
Project. These measures would reduce construction noise in excess of the construction noise
estimates shown in Table 10-3.
• At least 30 days prior to commencement of demolition or any other construction activities,
notification will be given to all residents or businesses within 500 feet of the project site regarding
the planned construction activities. The notification will include a brief description of the project,
the activities that would occur, and the duration and hours when construction would occur. The
notification will also include the telephone number of the construction contractor's authorized
representative to respond in the event of a vibration or noise complaint.
• Prior to the beginning of construction activities, a sign will be posted at the entrance to the job
site, clearly visible to the public, that contains a contact name and telephone number of the
construction contractor's authorized representative to respond in the event of a vibration or noise
complaint. If the authorized representative receives a complaint, he/she will investigate, take
appropriate corrective action, and report the action to the City of Newport Beach's Community
Development Director.
• All construction -related trips (including worker commuting, material deliveries, and debris/soil
hauling) will be routed to minimize pass-bys or residential areas around the project site.
• All heavy construction equipment used on the proposed project will be maintained in good
operating condition, with all internal combustion, engine -driven equipment fitted with intake and
exhaust muffles, air intake silencers, and engine shrouds no less effective than as originally
equipped by the manufacturer.
• Electrically powered equipment instead of pneumatic or internal combustion powered equipment
will be used to the extent possible.
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• All stationary noise -generating equipment will be located as far away as possible from
neighboring property lines, with attention paid to the residential complex (currently under
construction) to the north of the project site.
• All internal combustion engine idling both on the site and at nearby queuing areas will be limited
to no more than five minutes for any given vehicle or machine. Signs will be posted at the job site
and along queueing lanes to reinforce the prohibition of unnecessary engine idling.
• The use of noise producing signals, including horns, whistles, alarms, and bells will be for safety
warning purposes only. Smart back-up alarms, which automatically adjust the alarm level based
on the background noise level or switch off back-up alarms and replace with human spotters, will
be used.
10.6 CONSTRUCTION VIBRATION IMPACTS
Construction has the potential to result in varying degrees of temporary ground vibration,
depending on the specific construction activities and equipment used. Ground vibration levels
associated with various types of construction equipment are summarized on Table 10-4. Based
on the representative vibration levels presented for various construction equipment types, it is
possible to estimate the human response (annoyance) using the following vibration assessment
methods defined by the FTA. To describe the human response (annoyance) associated with
vibration impacts the FTA provides the following equation: LVdB(D) = LVdB(25 ft) — 30log(D/25).
TABLE 10-4: VIBRATION SOURCE LEVELS FOR CONSTRUCTION EQUIPMENT
Equipment
Vibration Decibels (VdB)
at 25 feet'
Small bulldozer
58
Jackhammer
79
Loaded Trucks
86
Large bulldozer
87
Source: Federal Transit Administration, Transit Noise and Vibration Impact Assessment
It is expected that ground -borne vibration from Project construction activities would cause only
intermittent, localized intrusion. The proposed Project's construction activities most likely to
cause vibration impacts are:
• Heavy Construction Equipment: Although all heavy mobile construction equipment has the
potential of causing at least some perceptible vibration while operating close to buildings, the
vibration is usually short-term and is not of sufficient magnitude to cause building damage.
• Trucks: Trucks hauling building materials to construction sites can be sources of vibration
intrusion if the haul routes pass through residential neighborhoods on streets with bumps or
potholes. Repairing the bumps and potholes generally eliminates the problem.
Ground -borne vibration levels resulting from construction activities occurring within the Project
site were estimated by data published by the Federal Transit Administration (FTA). Using the
vibration source level of construction equipment provided on Table 10-4 and the construction
vibration assessment methodology published by the FTA, it is possible to estimate the Project
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vibration impacts. Table 10-5 shows the highest construction vibration levels are estimated to
range from 71.4 to 75.6 VdB at residential uses and buildings where people normally sleep will
satisfy the 78 VdB Residential -Daytime vibration thresholds. Therefore, temporary construction
related vibration impacts will be less than significant. Moreover, the impacts at the site of the
closest sensitive receivers are unlikely to be sustained during the entire construction period but
will occur rather only during the times that heavy construction equipment is operating adjacent
to the Project site perimeter.
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TABLE 10-5: CONSTRUCTION EQUIPMENT VIBRATION LEVELS
1 Noise receiver locations are shown on Exhibit 10-A.
2 Based on the Vibration Source Levels of Construction Equipment included on Table 10-4.
3 Federal Transit Administration, Transit Noise and Vibration Impact Assessment.
° Does the vibration level exceed the FTA acceptable vibration level for the given land use?
12954-09 Noise Study
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Receiver Vibration Levels (VdB)z
Distance to
Highest
Receiver
Land
Construction
Threshold
Threshold
Location'
Use
Activity
Small
Jack-
Loaded
Large
Vibration
Vd6 ) 3
ExceededExceeded?(Feet)
Bulldozer
hammer
Trucks
Bulldozer
Levels(
R1
Residential
83'
42.4
63.4
70.4
71.4
71.4
78
No
R2
Residential
60'
46.6
67.6
74.6
75.6
75.6
78
No
1 Noise receiver locations are shown on Exhibit 10-A.
2 Based on the Vibration Source Levels of Construction Equipment included on Table 10-4.
3 Federal Transit Administration, Transit Noise and Vibration Impact Assessment.
° Does the vibration level exceed the FTA acceptable vibration level for the given land use?
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11 REFERENCES
1. State of California. California Environmental Quality Act, Appendix G & Amendments and Additions to
the State CEQA Guidelines. 2019.
2. City of Newport Beach. Municipal Code, Chapter 10.28 Loud and Unreasonable Noise.
3. -. Draft Environmental Impact Report General Plan 2006 Update. April 2006.
4. California Department of Transportation Environmental Program. Technical Noise Supplement - A
Technical Supplement to the Traffic Noise Analysis Protocol. Sacramento, CA: s.n., September 2013.
5. Environmental Protection Agency Office of Noise Abatement and Control. Information on Levels of
Environmental Noise Requisite to Protect Public Health and Welfare with an Adequate Margin of
Safety. March 1974. EPA/ONAC 550/9/74-004.
6. U.S. Department of Transportation, Federal Highway Administration, Office of Environment and
Planning, Noise and Air Quality Branch. Highway Traffic Noise Analysis and Abatement Policy and
Guidance. June, 1995.
7. U.S. Department of Transportation, Federal Highway Administration. Highway Traffic Noise in the
United States, Problem and Response. April 2000. p. 3.
8. U.S. Environmental Protection Agency Office of Noise Abatement and Control. Noise Effects
Handbook -A Desk Reference to Health and Welfare Effects of Noise. October 1979 (revised July 1981).
EPA 550/9/82/106.
9. U.S. Department of Transportation, Federal Transit Administration. Transit Noise and Vibration Impact
Assessment. September 2018.
10. Office of Planning and Research. State of California General Plan Guidelines. 2018.
11. City of Newport Beach. General Plan Noise Element. November, 2006.
12. -. Municipal Code, Chapter 10.26 Community Noise Control.
13. National Institute for Occupational Safety and Health. Criteria for Recommended Standard:
Occupational Noise Exposure. June 1998.
14. American National Standards Institute (ANSI). Specification for Sound Level Meters ANSI 51.4-
201411EC 61672-1:2013.
15. U.S. Department of Transportation, Federal Highway Administration. FHWA Highway Traffic Noise
Prediction Model. December 1978. FHWA-RD-77-108.
16. California Department of Transportation Environmental Program, Office of Environmental
Engineering. Use of California Vehicle Noise Reference Energy Mean Emission Levels (Calveno REMELs)
in FHWA Highway Traffic Noise Prediction. September 1995. TAN 95-03.
17. California Department of Transportation. Traffic Noise Attenuation as a Function of Ground and
Vegetation Final Report. June 1995. FHWA/CA/TL-95/23.
18. City of Newport Beach. General Plan Circulation Element Figure CE1 Master Plan of Streets and
Highways. September 2006.
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12 CERTIFICATION
The contents of this noise study report represent an accurate depiction of the noise environment
and impacts associated with the proposed 2510 PCH Mixed -Use Development Project. The
information contained in this noise study report is based on the best available data at the time
of preparation. If you have any questions, please contact me directly at (949) 336-5979.
Bill Lawson, P.E., INCE
Principal
URBAN CROSSROADS, INC.
260 E. Baker Street, Suite 200
Costa Mesa, CA 92626
(949) 336-5979
blawson@urbanxroads.com
EDUCATION
QRpf ES51%
IR-
LU
�pVJARD� q�
F
.Q`s iso 2c�
a a
No. TR 2537
TRAFFIC ��P
�TF p� CAUf��
Master of Science in Civil and Environmental Engineering
California Polytechnic State University, San Luis Obispo • December, 1993
Bachelor of Science in City and Regional Planning
California Polytechnic State University, San Luis Obispo • June, 1992
PROFESSIONAL REGISTRATIONS
PE — Registered Professional Traffic Engineer — TR 2537 • January, 2009
AICP — American Institute of Certified Planners — 013011 • June, 1997—January 1, 2012
PTP — Professional Transportation Planner • May, 2007 — May, 2013
INCE — Institute of Noise Control Engineering • March, 2004
PROFESSIONAL AFFILIATIONS
ASA— Acoustical Society of America
ITE — Institute of Transportation Engineers
PROFESSIONAL CERTIFICATIONS
Certified Acoustical Consultant — City of Orange • February, 2011
FHWA-NHI-142051 Highway Traffic Noise Certificate of Training • February, 2013
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APPENDIX 3.1:
CITY OF NEWPORT BEACH MUNICIPAL CODE CHAPTER 10.26
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56
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Chapter 10.26
COMMUNITY NOISE CONTROL
Sections:
10.26.005 Declaration of Policy.
10.26.010 Definitions.
10.26.015 Decibel Measurement Criteria.
10.26.020 Designated Noise Zones.
10.26.025 Exterior Noise Standards.
10.26.030 Interior Noise Standards.
10.26.035 Exemptions.
10.26.040 Schools, Day Care Centers, Churches, Libraries, Museums, Health Care Institutions—Special
Provisions.
10.26.045 Heating, Venting and Air Conditioning—Special Provisions.
10.26.050 Sound -Amplifying Equipment.
10.26.055 Noise Level Measurement.
10.26.065 Proposed Developments.
10.26.070 Prima Facie Violation.
10.26.075 Violations.
10.26.080 Violations—Additional Remedies—Injunctions.
10.26.085 City Manager Waiver.
10.26.090 Noise Abatement Programs.
10.26.095 Manner of Enforcement.
10.26.100 Severability.
10.26.005 Declaration of Policy.
..................................................................................................................................................................................................................................................................................................................................
A. In order to control unnecessary, excessive and annoying noise in the City of Newport Beach, it is declared to
be the policy of the City to prohibit such noise generated from or by all sources as specified in this chapter.
B. It is determined that certain noise levels are detrimental to the public health, welfare and safety and contrary
to public interest, therefore, the City Council of the City of Newport Beach does ordain and declare that creating,
maintaining, causing or allowing to be created, caused or maintained, any noise in a manner prohibited by, or not
in conformity with, the provisions of this chapter, is a public nuisance and may be punished as a public nuisance.
The ordinance codified in this chapter is effective thirty (30) days from adoption, however, all fixed noise sources
existing at the date of adoption shall have ninety (90) days from the date of adoption to achieve compliance with
this chapter. (Ord. 95-38 § 11 (part), 1995)
10.26.010 Definitions.
..................................................................................................................................................................................................................................................................................................................................
The following words, phrases and terms as used in this chapter shall have the meanings as indicated here:
"Agricultural property" means a parcel of real property which is undeveloped for any use other than agricultural
purposes.
"Ambient noise level" means the all-encompassing noise level associated with a given environment, being a
composite of sounds from all sources, excluding the alleged offensive noise, at the location and approximate time
at which a comparison with the alleged offensive noise is to be made.
"A -weighted sound level" means the total sound level meter with a reference pressure of twenty (20) micropascals
using the A -weighted network (scale) at slow response. The unit of measurement shall be defined as DBA.
57
"Code Enforcement Officer" means the Code Enforcement Officer of the City or his duly authorized deputy.
"Commercial property" means a parcel of real property which is used as either in part or in whole for commercial
purposes.
"Cumulative period" means an additive period of time composed of individual time segments which may be
continuous or interrupted.
"Decibel (Db)" means a unit which denotes the ratio between two quantities which are proportional to power: the
number of decibels corresponding to the ratio of two amounts of power is ten times the logarithm to the base ten
of this ratio.
"Dwelling unit" means any area within a structure on any parcel which:
1. Contains separate or independent living facilities for one or more persons, with an area or equipment for
sleeping, sanitation and food preparation, and which has independent exterior access to ground level; or
2. Is being utilized for residential purposes by one or more persons separately or independently from
occupants of other areas within the structure.
"Emergency machinery, vehicle, work or alarm" means any machinery, vehicle, work or alarm used, employed,
performed or operated in an effort to protect, provide or restore safety conditions in the community or for the
citizenry, or work by private or public utilities when restoring utility service.
"Equivalent, noise, level, leq." means the sound level corresponding to a steady state noise level over a given
measurement period with the same amount of acoustic energy as the actual time varying noise level. Also known
as the energy average noise level during the measurement period. The measurement period shall be fifteen (15)
minutes under the terms of this chapter.
"Fixed noise source" means a stationary device which creates sounds while fixed or motionless including but not
limited to residential, agricultural, industrial and commercial machinery and equipment, pumps, fans,
compressors, air conditioners and refrigeration equipment.
"Grading" means any excavating of filling of earth material or any combination thereof conducted at a site to
prepare said site for construction or other improvements thereon.
"Health care institution" means any hospital, convalescent home or other similar facility excluding residential.
"Hertz (HZ)" means the unit which describes the frequency of a function periodic in time which is the reciprocal of
the period.
"Impulsive noise" means a noise of short duration usually less than one second and of high intensity, with an
abrupt onset and rapid decay.
"Industrial property" means a parcel of real property which is used either in part or in whole for manufacturing
purposes.
"Intruding noise level" means the total sound level, in decibels, created, caused, maintained or originating from an
alleged offensive source at a specified location while the alleged offensive source is in operation.
"Licensed" means the issuance of a formal license or permit by the appropriate jurisdictional authority, or where
no permits or licenses are issued, the sanctioning of the activity by the jurisdiction as noted in public record.
"Major roadway" means any street, avenue, boulevard or highway used for motor vehicle traffic which is owned or
controlled by a public government entity.
58
"Mobile noise source" means any noise source other than a fixed noise source.
"Person" means any individual, firm, partnership, association, corporation, company or organization of any kind,
including public agencies.
"Residential property" means a parcel of real property which is used either in part or in whole for residential
purposes, other than transient uses such as hotels and motels, and residential care facilities. Residential property
includes the residential portion of mixed use properties.
"Simple tone noise" means a noise characterized by a predominant frequency or frequencies so that other
frequencies cannot be readily distinguished. If measured, simple tone noise shall exist if the one-third octave
band sound pressure levels in the band with the tone exceeds the arithmetic average of the sound pressure
levels of the two continuous one-third octave bands as follows: five Db for frequencies of five hundred (500) Hertz
(Hz) and above or, by fifteen (15) Db for frequencies less than or equal to one hundred twenty-three (123) Hz.
"Sound level meter" means an instrument meeting American National Standard Institute's Standard S1.4-1971 or
most recent revision thereof for Type 2 sound level meters or an instrument and the associated recording and
analyzing equipment which will provide equivalent data.
"Sound pressure level" of a sound, in decibels, means twenty (20) times the logarithm to the base ten of the ratio
of the pressure of the sound to a reference pressure which shall be explicitly stated.
"Vibration" means any movement of the earth, ground or other similar surface created by a temporal and spatial
oscillation device or equipment located upon, affixed in conjunction with that surface. (Ord. 95-38 § 11 (part),
1995)
10.26.015 Decibel Measurement Criteria.
..................................................................................................................................................................................................................................................................................................................................
Any decibel measurement made pursuant to the provisions of this chapter shall be based on a reference sound
pressure of twenty (20) micropascals as measured with a sound level meter using the A -weighted network (scale)
at slow response. (Ord. 95-38 § 11 (part), 1995)
10.26.020 Designated Noise Zones.
..................................................................................................................................................................................................................................................................................................................................
The properties hereinafter described assigned to the following noise zones:
Noise Zone I — All single-, two- and multiple -family
residential properties;
Noise Zone 11 — All commercial properties;
Noise Zone III — The residential portion of mixed-use
properties;
Noise Zone IV — All manufacturing or industrial properties.
The actual use of the property shall be the determining factor in establishing whether a property is in Noise Zone
I, 11, III or IV provided that the actual use is a legal use in the City of Newport Beach. (Ord. 95-38 § 11 (part),
1995)
10.26.025 Exterior Noise Standards.
..................................................................................................................................................................................................................................................................................................................................
A. The following noise standards, unless otherwise specifically indicated, shall apply to all property with a
designated noise zone:
59
ALLOWABLE EXTERIOR NOISE LEVEL (Equivalent Noise
If the ambient noise level exceeds the resulting standard, the ambient shall be the standard.
B. It is unlawful for any person at any location within the incorporated area of the City to create any noise, or to
allow the creation of any noise on property owned, leased, occupied or otherwise controlled by such person,
which causes the noise level when measured on any other property, to exceed either of the following:
1. The noise standard for the applicable zone for any fifteen -minute period;
2. A maximum instantaneous noise level equal to the value of the noise standard plus twenty (20) DBA for
any period of time (measured using A -weighted slow response).
C. In the event the ambient noise level exceeds the noise standard, the maximum allowable noise level under
said category shall be increased to reflect the maximum ambient noise level.
D. The Noise Zone III standard shall apply to that portion of residential property falling within one hundred (100)
feet of a commercial property, if the intruding noise originates from that commercial property.
E. If the measurement location is on boundary between two different noise zones, the lower noise level
standard applicable to the noise zone shall apply. (Ord. 95-53 § 1, 1995; Ord. 95-38 § 11 (part), 1995)
10.26.030 Interior Noise Standards.
..................................................................................................................................................................................................................................................................................................................................
A. The following noise standard, unless otherwise specifically indicated, shall apply to all residential property
within all noise zones:
NOISE TYPE OF LAND
ZONE USE
I Residential
III Residential
portions of
mixed-use
properties
ALLOWABLE INTERIOR NOISE LEVEL (Equivalent Noise
Level, Leq)
7a.m.to10p.m
45 DBA
45 DBA
60
10 p.m. to 7 a.m.
40 DBA
40 DBA
Level, Leq)
NOISE TYPE OF LAND
ZONE USE
7 a.m. to 10 p.m.
10 p.m. to 7 a.m.
I Single-, two -or
55 DBA
50 DBA
multiple -family
residential
II Commercial
65 DBA
60 DBA
III Residential
60 DBA
50 DBA
portions of
mixed-use
properties
IV Industrial or
70 DBA
70 DBA
manufacturing
If the ambient noise level exceeds the resulting standard, the ambient shall be the standard.
B. It is unlawful for any person at any location within the incorporated area of the City to create any noise, or to
allow the creation of any noise on property owned, leased, occupied or otherwise controlled by such person,
which causes the noise level when measured on any other property, to exceed either of the following:
1. The noise standard for the applicable zone for any fifteen -minute period;
2. A maximum instantaneous noise level equal to the value of the noise standard plus twenty (20) DBA for
any period of time (measured using A -weighted slow response).
C. In the event the ambient noise level exceeds the noise standard, the maximum allowable noise level under
said category shall be increased to reflect the maximum ambient noise level.
D. The Noise Zone III standard shall apply to that portion of residential property falling within one hundred (100)
feet of a commercial property, if the intruding noise originates from that commercial property.
E. If the measurement location is on boundary between two different noise zones, the lower noise level
standard applicable to the noise zone shall apply. (Ord. 95-53 § 1, 1995; Ord. 95-38 § 11 (part), 1995)
10.26.030 Interior Noise Standards.
..................................................................................................................................................................................................................................................................................................................................
A. The following noise standard, unless otherwise specifically indicated, shall apply to all residential property
within all noise zones:
NOISE TYPE OF LAND
ZONE USE
I Residential
III Residential
portions of
mixed-use
properties
ALLOWABLE INTERIOR NOISE LEVEL (Equivalent Noise
Level, Leq)
7a.m.to10p.m
45 DBA
45 DBA
60
10 p.m. to 7 a.m.
40 DBA
40 DBA
If the ambient noise level exceeds the resulting standard, the ambient shall be the standard.
B. It shall be unlawful for any person at any location within the incorporated area of the City to create any noise
or to allow the creation of any noise on property owned, leased, occupied or otherwise controlled by such a
person which causes the noise level when measured on any other property, to exceed either of the following:
1. The noise standard for the applicable zone for any fifteen -minute period;
2. A maximum instantaneous noise level equal to the value of the noise standard plus twenty (20) DBA for
any period of time (measured using A -weighted slow response).
C. In the event the ambient noise level exceeds the noise standard, the noise standard applicable to said
category shall be increased to reflect the maximum ambient noise level.
D. The Noise Zone III standard shall apply to that portion of residential property falling within one hundred (100)
feet of a commercial property, if the intruding noise originates from that commercial property.
E. If the measurement location is on a boundary between two different noise zones, the lower noise level
standard applicable to the noise zone shall apply. (Ord. 95-53 § 2, 1995; Ord. 95-38 § 11 (part), 1995)
10.26.035 Exemptions.
..................................................................................................................................................................................................................................................................................................................................
The following activities shall be exempted from the provisions of this chapter:
A. Any activity conducted on public property, or on private properly with the consent of the owner, by any public
entity, or its officers, employees, representatives, agents, subcontractors, permittees, licensees, or lessees, which
are consistent with, and in furtherance of, the governmental functions or services the public entity has authorized,
or responsible, to perform, activities which are exempt from the provisions of this chapter include, without
limitation, sporting and recreational activities which are sponsored or co-sponsored by the City of Newport Beach
or the Newport Mesa Unified School District;
B. Occasional outdoor gatherings, public dances, show, sporting and entertainment events, provided said
events are conducted pursuant to a permit or license issued by the appropriate jurisdiction relative to the staging
of said events;
C. Any mechanical device, apparatus or equipment used, related to or connected with emergency machinery,
vehicle, work or warning alarm or bell, provided the sounding of any bell or alarm on any building or motor vehicle
shall terminate its operation within forty-five (45) minutes in any hour of its being activated;
D. Noise sources associated with construction, repair, remodeling, demolition or grading of any real property.
Such activities shall instead be subject to the provisions of Chapter 10.28 of this title;
E. Noise sources associated with construction, repair, remodeling, demolition or grading of public rights-of-way
or during authorized seismic surveys;
F. All mechanical devices, apparatus or equipment associated with agriculture operations provided that:
1. Operations do not take place between eight p.m. and seven a.m. on weekdays, including Saturday, or at
any time Sunday or a federal holiday, or
2. Such operations and equipment are utilized for the protection or salvage of agricultural crops during
periods of potential or actual frost damage or other adverse weather conditions, or
3. Such operations and equipment are associated with agricultural pest control through pesticide
application, provided the application is made in accordance with permits issued by or regulations enforced
61
by the California Department of Agriculture;
G. Noise sources associated with the maintenance of real property. Such activities shall instead be subject to
the provisions of Chapter 10.28 of this title;
H. Any activity to the extent regulation thereof has been preempted by state or federal law. NOTE: Preemption
may include motor vehicle, aircraft in flight, and railroad noise regulations;
I. Any noise sources associated with people and/or music associated with a party at a residential property. Such
noise is difficult to measure under the terms of this chapter and instead shall be subject to the provisions of
Chapters 10.28 and 10.58 of this title;
J. Any noise sources associated with barking dogs or other intermittent noises made by animals on any properly
within the City of Newport Beach. Such noise is difficult to measure under the terms of this chapter and instead
shall be subject to the provisions of Chapter 7.20 of this Code;
K. Any noise sources associated with the operation of a permanently installed heating, venting and air
conditioning (HVAC) equipment on a residential property permitted under the provisions of Section 10.26.045(B)
and (C);
L. Any noise sources specifically identified and mitigated under the provisions of a use permit, modification
permit, development agreement or planned community district development plan adopted prior to the date of
adoption of this chapter. (Ord. 95-53 § 3, 1995; Ord. 95-38 § 11 (part), 1995)
10.26.040 Schools, Day Care Centers, Churches, Libraries, Museums, Health Care Institutions
—Special Provisions.
..................................................................................................................................................................................................................................................................................................................................
It is unlawful for any person to create any noise which causes the noise level at any school, day care center,
hospital or similar health care institution, church, library or museum while the same is in use, to exceed the noise
standards specified in Section 10.26.025 prescribed for the assigned Noise Zone I (residential uses). (Ord. 95-38
§ 11 (part), 1995)
10.26.045 Heating, Venting and Air Conditioning—Special Provisions.
A. New HVAC Equipment. New permits for heating, venting and air conditioning (HVAC) equipment in or
adjacent to residential areas shall be issued only where installations can be shown by computation, based on the
sound rating of the proposed equipment, not to exceed an A -weighted sound pressure level of fifty (50) DBA or
not to exceed an A -weighted sound pressure level of fifty-five (55) dBA and be installed with a timing device that
will deactivate the equipment during the hours of ten p.m. to seven a.m. The method of computation used shall be
that specified in "Standard Application of Sound Rated Outdoor Unitary Equipment," Standard 275, Air
conditioning and Refrigeration Institute, 1984 or latest revision thereof.
B. Existing HVAC Equipment.
1. HVAC equipment legally installed prior to April 22, 1981, shall be permitted to operate with an exterior
noise limit of sixty-five (65) dBA until January 1, 1998.
2. HVAC equipment legally installed prior to April 22, 1981, shall be exempted from the interior noise level
standard as specified in Section 10.26.030 of this chapter until January 1, 1998.
3. HVAC equipment legally installed after April 22, 1981, and prior to the date of adoption of this chapter
shall not exceed a maximum exterior noise limit of fifty-five (55) dBA during the ninety -day compliance
period set forth in Section 10.26.005.
62
C. In the event that HVAC equipment cannot meet the requirements set forth in this chapter, then the exterior
noise limit for such equipment may be raised to sixty-five (65) dBA and exempted from the interior noise level
standard as specified in Section 10.26.030 of this chapter, provided that the applicant obtains the written consent
of all the owners of the affected properties. (Ord. 95-38 § 11 (part), 1995)
10.26.050 Sound -Amplifying Equipment.
.........................................................................................................................................
Loudspeakers, sound amplifiers, public address systems or similar devices used to amplify sounds shall be
subject to the provisions of Chapter 10.32 of this title. Such sound -amplifying equipment shall not be construed to
include electronic devices, including but not limited to, radios, tape players, tape recorders, compact disc players,
electric keyboards, music synthesizers, record players or televisions, which are designed and operated for
personal use, or used entirely within a building and are not designed or used to convey the human voice, music or
any other sound to an audience outside such building, or which are used in vehicles and heard only by occupants
of the vehicle in which installed, which shall be subject to the provisions of Chapter 10.28 of this title. (Ord. 95-38
§ 11 (part), 1995)
10.26.055 Noise Level Measurement.
............................................................................................................................
A. The location selected for measuring exterior noise levels in a residential area shall be at any part of a private
yard, patio, deck or balcony normally used for human activity and identified by the owner of the affected property
as suspected of exceeding the noise level standard. This location may be the closest point in the private yard or
patio, or on the deck or balcony, to the noise source, but should not be located in nonhuman activity areas such
as trash container storage areas, planter beds, above or contacting a property line fence, or other areas not
normally used as part of the yard, patio, deck or balcony. The location selected for measuring exterior noise levels
in a nonresidential area shall be at the closest point to the noise source. The measurement microphone height
shall be five feet above finish elevation or, in the case of a deck or balcony, the measurement microphone height
shall be five feet above the finished floor level.
B. The location selected for measuring interior noise levels shall be made within the affected residential unit.
The measurements shall be made at a point at least four feet from the wall, ceiling or floor, or within the frame of
a window opening, nearest the noise source. The measurements shall be made with windows in an open position.
(Ord. 95-38 § 11 (part), 1995)
10.26.065 Proposed Developments.
........................................................................................................................
Each department whose duty it is to review and approve new projects or changes to existing projects that result
or may result in the creation of noise shall consult with the Code Enforcement Officer prior to any such approval.
If at any time the Code Enforcement Officer has reason to believe that a standard, regulation, action, proposed
standard, regulation or action of any department respecting noise does not conform to the provisions as specified
in this chapter, the Code Enforcement Officer may request such department to consult with him on the advisability
of revising such standard or regulation to obtain uniformity. (Ord. 95-38 § 11 (part), 1995)
10.26.070 Prima Facie Violation.
Any noise exceeding the noise level standard as specified in Section 10.26.025 and 10.26.030 of this chapter,
shall be deemed to be prima facie evidence of a violation of the provisions of this chapter. (Ord. 95-38 § 11 (part),
1995)
10.26.075 Violations.
...........................................................................
Any persons violating any of the provisions of this chapter shall be deemed guilty of an infraction. (Ord. 95-38 §
11 (part), 1995)
63
10.26.080 Violations—Additional Remedies—Injunctions.
A. As an additional remedy, the operation or maintenance of any device, instrument, vehicle or machinery in
violation of any provisions of this chapter which operation or maintenance causes or creates sound levels
exceeding the allowable standards as specified in this chapter shall be deemed and is declared to be a public
nuisance and may be subject to abatement summarily by a restraining order or injunction issued by a court of
competent jurisdiction.
B. Any violation of this chapter is declared to be a public nuisance and may be abated in accordance with law.
The expense of this chapter is declared to be public nuisance and may be by resolution of the City Council
declared to be a lien against the property on which such nuisance is maintained, and such lien shall be made a
personal obligation of the property owner. (Ord. 95-38 § 11 (part), 1995)
10.26.085 City Manager Waiver.
.........................................................................................................
The City Manager is authorized to grant a temporary waiver to the provisions of this chapter for a period of time
not to exceed thirty (30) days if such temporary waiver would be in the public interest and there is no feasible and
prudent alternative to the activity, or the method of conducting the activity, for which the temporary waiver is
sought. (Ord. 95-38 § 11 (part), 1995)
10.26.090 Noise Abatement Programs.
A. In circumstances which adopted community -wide noise standards and policies prove impractical in
controlling noise generated from a specific source, the City Council may establish a noise abatement program
which recognizes the characteristics of the noise source and affected property and which incorporates specialized
mitigation measures.
B. Noise abatement programs shall set forth in detail the approved terms, conditions and requirements for
achieving maximum compliance with noise standards and policies. Said terms, conditions and requirements may
include, but shall not be limited to, limitations, restrictions, or prohibitions on operating hours, location of
operations, and the types of equipment. (Ord. 95-38 § 11 (part), 1995)
10.26.095 Manner of Enforcement.
.................................................................................................................................................................................................................................................................................................................................
A. The City Code Enforcement Officer is directed to enforce the provisions of this chapter and may issue
citations for any violation of the provisions of this chapter or violations of this chapter may be prosecuted or
enforced in the same manner as other infractions pursuant to this Code; provided, however, that in the event of
an initial violation of the provisions of this chapter, a written notice may be given to the alleged violator which
specifies the time by which the condition shall be corrected.
B. No person shall interfere with, oppose or resist any authorized person charged with the enforcement of this
chapter while such person is engaged in the performance of his/her duty.
C. In the event the alleged violator cannot be located in order to serve any notice, the notice shall be deemed to
be given upon mailing such notice by registered or certified mail to the alleged violator at his last known address
or at the place where the violation occurred in which event the specified time period for abating the violation or
applying for a variance shall commence at the date of the day following the mailing of such notice. (Ord. 95-38 §
11 (part), 1995)
10.26.100 Severability.
................................................................................................................................................................................................................................................................................................................................
If any provision, clause, sentence, or paragraph of this chapter, or the application thereof to any person or
circumstance shall be held invalid, such invalidity shall not affect the other provisions of this chapter which can be
64
given effect without the invalid provisions or application and, to this end, the provisions of this chapter are hereby
declared to be severable. (Ord. 95-38 § 11 (part), 1995)
The Newport Beach Municipal Code is current through
Ordinance 2019-14, passed September 10, 2019.
Disclaimer: The City Clerk's Office has the official version of the
Newport Beach Municipal Code. Users should contact the City
Clerk's Office for ordinances passed subsequent to the ordinance
cited above.
65
12954-07 Noise Study
2510 PCH Mixed -Use Development Noise Impact Analysis
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66
L'*► URBAN
2510 PCH Mixed -Use Development Noise Impact Analysis
APPENDIX 3.2:
CITY OF NEWPORT BEACH MUNICIPAL CODE CHAPTER 10.28
12954-09 Noise Study
67
t,k URBAN
12954-09 Noise Study
2510 PCH Mixed -Use Development Noise Impact Analysis
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Chapter 10.28
LOUD AND UNREASONABLE NOISE*
Sections:
10.28.005 Policy.
10.28.007 Loud and Unreasonable Noise is Prohibited.
10.28.010 Loud and Unreasonable Noise.
10.28.020 Loud and Raucous Noise from Sound -Making or Amplifying Devices Prohibited.
10.28.040 Construction Activity—Noise Regulations.
10.28.045 Real Property Maintenance—Noise Regulations.
10.28.050 Exceptions.
Sound -amplifying equipment—See Chapter 10.32.
Prior history: 1949 Code § 4208; Ords. 1191, 1802, 87-11, 87-17 and 93-7.
10.28.005 Policy.
..................................................................................................
It is found and declared as follows:
A. The making, allowing, creation or maintenance of loud and unreasonable, unnecessary, or unusual noises
which are prolonged, unusual, annoying, disturbing and/or unreasonable in their time, place and use are a
detriment to public health, comfort, convenience, safety, general welfare and the peace and quiet of the City and
its inhabitants.
B. The necessity in the public interest for the provisions and prohibitions contained and enacted is to declare as
a matter of legislative determination and public policy, and it is further declared that the provisions and
prohibitions contained and enacted are in pursuance of and for the purpose of securing and promoting the public
health, comfort, convenience, safety, general welfare and property and the peace and quiet of the City and its
inhabitants. (Ord. 2001-4 § 1, 2001)
10.28.007 Loud and Unreasonable Noise is Prohibited.
...............................................................................................................................................................................................................................................................................................................................
It is unlawful for any person or property owner to make, continue, cause or allow to be made any loud,
unreasonable, unusual, penetrating or boisterous noise, disturbance or commotion which annoys, disturbs,
injures or endangers the comfort, repose, health, peace and quiet within the limits of the City, and the acts and
things listed in this chapter, among others, are declared to be loud, disturbing, injurious and unreasonable noises
in violation of this Chapter, but shall not be deemed to be exclusive. (Ord. 2001-4 § 2, 2001)
10.28.010 Loud and Unreasonable Noise.
It is unlawful for any person or property owner to willfully make, allow, continue or cause to be made, allowed, or
continued, any loud and unreasonable, unnecessary, or disturbing noise, including, but not limited to, yelling,
shouting, hooting, whistling, singing, playing music, or playing a musical instrument, which disturbs the peace,
comfort, quiet or repose of any area or which causes discomfort or annoyance to any reasonable person of
normal sensitivities in the area, after a peace or code enforcement officer has first requested that the person or
property owner cease and desist from making or continuing, or causing to make or continue, such loud,
unreasonable, unnecessary, excessive or disturbing noise.
The factors, standards, and conditions which should be considered in determining whether a violation of the
provisions of this section has been committed, include, but are not limited to, the following:
A. The level of the noise;
69
B. Whether the nature of the noise is usual or unusual;
C. Whether the origin of the noise is natural or unnatural;
D. The level and intensity of the background (ambient) noise, if any;
E. The proximity of the noise to residential or commercial sleeping areas;
F. The nature and zoning of the area within which the noise emanates;
G. The density of inhabitation of the area within which the noise emanates;
H. The time of day and night the noise occurs;
I. The duration of the noise;
J. Whether the noise is constant, or recurrent or intermittent; and
K. Whether the noise is produced by a commercial or noncommercial activity;
L. If the noise is produced by a commercial activity, whether the use is lawful under the provisions of Title 20 of
this Code and whether the noise is one that could reasonably be expected from the commercial activity.
M. Penalties. Any person who violates any provision of this section is guilty of a misdemeanor, unless the
violation is deemed an infraction pursuant to the provisions of Section 1.04.010 of this Code. (Ord. 2001-4 § 3
(part), 2001: Ord. 95-38 § 3 (part), 1995)
10.28.020 Loud and Raucous Noise from Sound -Making or Amplifying Devices Prohibited.
..................................................................................................................................................................................................................................................................................................................................
A. It is unlawful for any person to cause, allow or permit the emission or transmission of any loud or raucous
noise from any sound -making or sound -amplifying device in his possession or under his control:
1. Upon any private property; or
2. Upon any public street, alley, sidewalk or thoroughfare; or
3. In or upon any public park, beach or other public place or property.
B. The words "loud and raucous noise," as used herein, shall mean any sound or any recording thereof when
amplified or increased by any electrical, mechanical or other device to such volume, intensity or carrying power as
to unreasonably interfere with the peace and quiet of other persons within or upon any one or more of such
places or areas, or as to unreasonably annoy, disturb, impair or endanger the comfort, repose, health, or safety of
other persons within or upon any one or more such places or areas.
C. The word "unreasonably," as used herein, shall include, but not be limited to, consideration of the hour,
place, nature and circumstances of the emission or transmission of any such loud and raucous noise.
D. Penalties. Any person who violates any provision of this section is guilty of a misdemeanor unless the
violation is deemed an infraction pursuant to the provisions of Section 1.04.010 of this Code. (Ord. 2001-4 § 3
(part), 2001: Ord. 95-38 § 3 (part), 1995)
10.28.040 Construction Activity—Noise Regulations.
..................................................................................................................................................................................................................................................................................................................................
A. No person shall, while engaged in construction, remodeling, digging, grading, demolition, painting, plastering
or any other related building activity, operate any tool, equipment or machine in a manner which produces loud
70
noise that disturbs, or could disturb, a person of normal sensitivity who works or resides in the vicinity, unless
authorized to do so in accordance with subsection (B) of this section.
B. The provisions of subsection (A) of this section shall not apply to the following:
1. Work performed on any weekday, which is not a federal holiday, between the hours of 7:00 a.m. and
6:30 p.m.
2. Work performed on a Saturday, in any area of the City that is not designated as a high-density area,
between the hours of 8:00 a.m. and 6:00 p.m.
3. Emergency work performed pursuant to written authorization of the Community Development Director,
or his or her designee.
4. Maintenance, repair or improvement of any public work or facility by public employees, by any person or
persons acting pursuant to a public works contract, or by any person or persons performing such work or
pursuant to the direction of, or on behalf of, any public agency; provided, however, this exception shall not
apply to the City of Newport Beach, or its employees, contractors or agents, unless:
a. The City Manager or department director determines that the maintenance, repair or improvement
is immediately necessary to maintain public services;
b. The maintenance, repair or improvement is of a nature that cannot feasibly be conducted during
normal business hours; or
c. The City Council has approved project specifications, contract provisions, or an environmental
document that specifically authorizes construction during hours of the day which would otherwise be
prohibited pursuant to this section.
C. No landowner, construction company owner, contractor, subcontractor, or employer shall permit or allow any
person or persons working under their direction and control to operate any tool, equipment or machine in violation
of the provisions of this section.
D. Any person who violates any provision of this section is guilty of a misdemeanor unless the violation is
deemed an infraction pursuant to the provisions of Section 1.04.010, or any successor section, of this Code.
E. Designated High -Density Area. The term "designated high-density area" shall mean any shaded area on the
following map. See Exhibit A*. The geographical boundaries of a homeowners' association, as defined in
subsection (F) of this section, shall be excluded from the definition of a "designated high-density area" if the City
Council adopts a resolution pursuant to subsection (F) of this section.
F. A homeowners' association located within a designated high-density area may exclude the geographical
boundaries of the homeowners' association from the definition of a designated high-density area if:
1. The board of directors of the homeowners' association votes to approve a resolution or letter declaring
its desire to exempt its geographical boundaries from the definition of a designated high-density area;
2. The board of directors submits the approved resolution or letter to the City Clerk for consideration by the
City Council; and
3. The City Council adopts a resolution finding that exempting the geographical boundaries of the
homeowners' association from the definition of a designated high-density area will not negatively affect
surrounding property owners.
71
For the purpose of this subsection, a "homeowners' association" means an organization consisting of at least
thirty (30) voting members whose properties connect in a contiguous manner and whose operation is governed by
a board of directors. (Ord. 2019-11 §§ 1, 2, 2019; Ord. 2019-9 § 1, 2019: Ord. 2013-11 § 35, 2013; Ord. 2001-4
§ 3 (part), 2001: Ord. 95-38 § 3 (part), 1995)
"Exhibit A is on file in the City Clerk's office.
10.28.045 Real Property Maintenance—Noise Regulations.
A. Weekdays and Saturdays. No person shall, while engaged in maintenance of real property, operate any tool,
equipment or machine in a manner which produces loud noise that disturbs, or could disturb, a person of normal
sensitivity who works or resides in the vicinity, except between the hours of seven a.m. and six -thirty p.m.,
Monday through Friday, nor on any Saturday, except between the hours of eight a.m. and six p.m.
B. Sundays and Holidays. No person shall, while engaged in maintenance of real property, operate any tool,
equipment or machine in a manner which produces loud noise that disturbs, or could disturb, a person of normal
sensitivity who works or resides in the vicinity, on any Sunday or any federal holiday.
C. No landowner, gardener, property maintenance service, contractor, subcontractor or employer shall permit or
allow any person or persons working under their direction and control to operate any tool, equipment or machine
in violation of the provisions of this section.
D. After January 1, 1996, mechanical blowers, as defined in Section 6.04.055, shall not be operated at a noise
level that exceeds an A -weighted sound pressure level of seventy (70) dBA, as measured at a distance of fifty
(50) feet. After January 1, 1999, such equipment shall not be operated at a noise level that exceeds an A -
weighted sound pressure level of sixty-five (65) dBA, as measured from a distance of fifty (50) feet.
E. Exceptions. The provisions of this section shall not apply to the following:
1. Emergency property maintenance authorized by the Community Development Director, or his or her
designee;
2. The maintenance, repair or improvement of any public work or facility by public employees, by any
person or persons acting pursuant to a public works contract, or by any person or persons performing such
work or pursuant to the direction of, or on behalf of, any public agency; provided, however, this exception
shall not apply to the City of Newport Beach, or its employees, contractors or agents, unless:
a. The City Manager or department director determines that the maintenance, repair or improvement
is immediately necessary to maintain public service,
b. The maintenance, repair or improvement is of a nature that cannot feasibly be conducted during
normal business hours,
c. The City Council has approved project specifications, contract provisions, or an environmental
document that specifically authorizes construction during hours of the day which would otherwise be
prohibited pursuant to this section;
3. Greens maintenance on golf courses conducted between the hours of six a.m. and eight p.m. and all
other types of golf course maintenance between the hours of seven a.m. and eight p.m., provided no
maintenance activity commences before six a.m.
F. Penalties. Any person who violates any provision of this section is guilty of a misdemeanor unless the
violation is deemed an infraction pursuant to the provisions of Section 1.04.010 of this Code. (Ord. 2019-9 § 2,
2019; Ord. 2001-4 § 3 (part), 2001: Ord. 95-38 § 3 (part),2 995)
10.28.050 Exceptions.
..................................................................................................................................................................................................................................................................................................................................
The provisions of Sections 10.28.040 and 10.28.045 shall not be construed to prohibit such work at different
hours by or under the direction of any other public agency in cases of necessity or emergency. (Ord. 2001-4 § 3
(part), 2001: Ord. 95-38 § 3 (part), 1995)
The Newport Beach Municipal Code is current through
Ordinance 2019-14, passed September 10, 2019.
Disclaimer: The City Clerk's Office has the official version of the
Newport Beach Municipal Code. Users should contact the City
Clerk's Office for ordinances passed subsequent to the ordinance
cited above.
73
12954-07 Noise Study
2510 PCH Mixed -Use Development Noise Impact Analysis
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74
L'*► URBAN
12954-09 Noise Study
2510 PCH Mixed -Use Development Noise Impact Analysis
APPENDIX 5.1:
STUDY AREA PHOTOS
75
L'*► URBAN
12954-09 Noise Study
2510 PCH Mixed -Use Development Noise Impact Analysis
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76
L'*► URBAN
A
- C�V
i M I i • i i
:;
LIJ u ul EU
7t1r Al
^; '- �ti . �" SRS ` •.fir - T• � _ .4 rca�.
woo
� r w
r I
_ Y';:... •�AY,� "7117"'"'" %
JN: 12954 Study Area Photos
L5_5
33, 37' 13.110000", 117, 55'20.010000"
80
L5_W
33, 37' 13.340000", 117, 55' 19.770000"
12954-09 Noise Study
2510 PCH Mixed -Use Development Noise Impact Analysis
APPENDIX 5.2:
NOISE LEVEL MEASUREMENT WORKSHEETS
81
L'*► URBAN
12954-09 Noise Study
2510 PCH Mixed -Use Development Noise Impact Analysis
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82
L'*► URBAN
24 -Hour Noise Level Measurement Summary
Date: Wednesday, October 2, 2019 Location: L1- Located south of 204 Tustin Ave near the side yard of the Meter: Piccolo II JN: 12954
Project: 2510 PCH Mixed -Use Development single-family home. Analyst: P. Mara
dBA Readings..
85.0
80.0
75.0
m
70.0
`a
65.0
60.0 -
-P 55.0
M
�n o
00
ri M
�
3 50.0 n M 00 N
t�0 M n
`n `n
00 pp t�0
Q1
�^
`n
N N Rt
00
`n
c 45.0 ai
= 40.0
'^
`n `n
`^
ri
`^ 'nto
Ln v
35.0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
Hour Beginning
,, ,.
0
48.2
54.5
45.6
53.9
51.3
50.0
47.3
45.9
45.7
0.0
0.0
0.0
48.2
10.0
58.2
1
44.7
51.9
42.0
51.5
49.1
46.5
43.5
42.3
42.0
0.0
0.0
0.0
44.7
10.0
54.7
2
49.3
55.6
45.9
55.1
52.6
51.5
48.4
46.1
45.9
0.0
0.0
0.0
49.3
10.0
59.3
Night
3
45.8
48.3
43.9
48.1
47.4
47.0
45.6
44.3
44.0
0.0
0.0
0.0
45.8
10.0
55.8
4
54.7
66.5
48.5
65.9
61.6
56.4
50.4
48.7
48.6
0.0
0.0
0.0
54.7
10.0
64.7
5
51.0
56.6
48.3
56.4
54.7
52.9
50.2
48.6
48.4
0.0
0.0
0.0
51.0
10.0
61.0
6
64.4
76.0
52.0
75.6
72.4
68.4
55.3
52.8
52.3
0.0
0.0
0.0
64.4
10.0
74.4
7
64.4
76.4
52.1
76.0
72.3
68.0
55.9
52.7
52.2
0.0
0.0
0.0
64.4
0.0
64.4
8
59.1
70.6
50.0
69.7
65.6
61.9
55.0
50.5
50.1
0.0
0.0
0.0
59.1
0.0
59.1
9
63.7
72.0
56.4
71.5
68.8
66.7
61.8
57.4
56.6
0.0
0.0
0.0
63.7
0.0
63.7
10
60.4
68.7
54.8
68.2
65.4
63.4
58.2
55.5
55.0
0.0
0.0
0.0
60.4
0.0
60.4
11
59.4
72.5
51.5
71.0
65.3
61.6
54.9
52.0
51.6
0.0
0.0
0.0
59.4
0.0
59.4
12
57.4
66.9
51.9
66.4
63.1
60.3
54.8
52.3
52.0
0.0
0.0
0.0
57.4
0.0
57.4
Day
13
58.1
67.5
51.7
67.0
63.9
61.6
55.1
52.2
51.9
0.0
0.0
0.0
58.1
0.0
58.1
14
58.5
66.5
52.1
66.0
63.7
62.4
55.5
52.5
52.2
0.0
0.0
0.0
58.5
0.0
58.5
15
58.0
65.3
54.3
64.9
62.5
60.4
56.5
54.7
54.4
0.0
0.0
0.0
58.0
0.0
58.0
16
60.3
69.5
54.4
69.0
66.1
63.7
57.5
54.8
54.5
0.0
0.0
0.0
60.3
0.0
60.3
17
59.8
70.2
53.3
69.6
66.2
62.8
56.5
53.7
53.4
0.0
0.0
0.0
59.8
0.0
59.8
18
59.1
68.8
53.2
68.4
1 65.1
61.9
56.4
53.6
53.3
0.0
1 0.0
0.0
59.1
0.0
59.1
19
58.3
67.8
51.5
67.6
64.9
62.4
54.5
52.1
51.6
0.0
0.0
0.0
58.3
5.0
63.3
Evening
20
54.2
62.3
49.7
61.9
59.1
56.7
52.3
50.1
49.8
0.0
0.0
0.0
54.2
5.0
59.2
21
54.8
62.3
50.5
61.9
59.9
57.9
53.0
50.9
50.6
0.0
0.0
0.0
54.8
5.0
59.8
22
51.2
59.4
47.2
58.8
56.0
54.0
49.4
47.5
47.3
0.0
0.0
0.0
51.2
10.0
61.2
Night
23
1 46.4
1 55.0
1 41.8
54.7
52.3
1 49.9
1 44.0
1 42.1
1 41.9
0.0
0.0
1 0.0
1 46.4
1 10.0
1 56.4
1 1.
iM0111111111111
IIIIIIIIIIEZ..
Min
57.4
65.3
50.0
64.9
62.5
60.3
54.8
50.5
50.1
0.0
0.0
0.0
Da
Day
Max
64.4
76.4
56.4
76.0
72.3
68.0
61.8
57.4
56.6
0.0
0.0
0.0
Energy Average
60.4
Average:
69.0
65.7
62.9
56.5
53.5
53.1
0.0
0.0
0.0
p p
50.0
59.9
156.0
Min
54.2
62.3
49.7
61.9
59.1
56.7
52.3
50.1
49.8
0.0
0.0
0.0
Evening
Max
58.3
67.8
51.5
67.6
1 64.9
62.4
54.5
52.1
51.6
0.0
1 0.0
0.0
Energy Average
56.2
Average:
63.8
61.3
59.0
53.3
51.0
50.7
0.0
0.0
0.0
Min
44.7
48.3
41.8
48.1
47.4
46.5
43.5
42.1
41.9
0.0
0.0
0.0
Night
1
63.5
Max
64.4
76.0
52.0
75.6
72.4
68.4
55.3
52.8
52.3
0.0
0.0
0.0
Energy Average
56.0
Average:
57.8
55.3
53.0
48.2
46.5
46.2
0.0
0.0
0.0
U:�UcJobsL12600-13000L12900112954IField WorkJMeasurementsJ12954_L1_N 83
OURBAM
24 -Hour Noise Level Measurement Summary
Date: Wednesday, October 2, 2019 Location: L2 - Located near the parking meters in the parking lot Meter: Piccolo II JN: 12954
Project: 2510 PCH Mixed -Use Development adjacent to 124 Tustin Ave. Analyst: P. Mara
dBA Readings (unadjusted)
85.0
80.0
75.0
m
70.0
`a
65.0
- 60.0
n
55.0
�
N
a0 00 ri M
3 50.0 Ln O
O lD O �
5.0 tD
= 40.0 a a Ln `n
Ln
Ln
ui
tD
Ln Ln
%0
Ln Ln Ln Ln
35.0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
Hour Beginning
0. ,.
0
49.0
56.7
40.5
56.5
56.0
55.6
42.4
40.7
40.6
0.0
0.0
0.0
49.0
10.0
59.0
1
42.6
49.5
39.7
49.2
47.1
45.2
41.0
39.9
39.8
0.0
0.0
0.0
42.6
10.0
52.6
2
53.0
60.6
40.7
60.6
60.4
60.3
44.1
41.2
40.8
0.0
0.0
0.0
53.0
10.0
63.0
Night
3
43.4
48.9
41.5
48.6
46.4
44.9
42.7
41.8
41.6
0.0
0.0
0.0
43.4
10.0
53.4
4
47.1
54.6
43.8
54.2
52.0
49.1
45.5
44.1
43.9
0.0
0.0
0.0
47.1
10.0
57.1
5
49.2
56.1
45.6
55.7
53.3
51.5
48.1
45.9
45.7
0.0
0.0
0.0
49.2
10.0
59.2
6
56.3
65.1
49.3
64.6
62.3
60.5
53.1
49.9
49.5
0.0
0.0
0.0
56.3
10.0
66.3
7
59.8
68.6
51.3
68.3
66.8
64.5
55.1
52.0
51.5
0.0
0.0
0.0
59.8
0.0
59.8
8
57.5
71.0
48.7
68.9
62.1
60.1
54.0
49.5
48.9
0.0
0.0
0.0
57.5
0.0
57.5
9
56.1
62.0
51.2
61.5
59.8
58.8
55.2
51.9
51.4
0.0
0.0
0.0
56.1
0.0
56.1
10
64.7
71.7
61.2
71.3
68.9
67.4
63.1
61.6
61.3
0.0
0.0
0.0
64.7
0.0
64.7
11
54.4
59.9
49.2
59.5
58.0
57.1
53.3
49.9
49.4
0.0
0.0
0.0
54.4
0.0
54.4
12
54.6
60.3
50.2
59.8
58.1
56.9
53.8
50.8
50.3
0.0
0.0
0.0
54.6
0.0
54.6
Day
13
55.9
63.6
48.8
63.0
60.9
59.6
53.4
49.6
49.0
0.0
0.0
0.0
55.9
0.0
55.9
14
54.2
60.1
48.0
59.7
58.3
57.4
52.7
48.5
48.1
0.0
0.0
0.0
54.2
0.0
54.2
15
53.5
59.3
49.4
58.6
57.0
56.0
52.6
49.8
49.5
0.0
0.0
0.0
53.5
0.0
53.5
16
56.1
64.6
50.3
64.0
61.8
59.8
53.6
50.9
50.5
0.0
0.0
0.0
56.1
0.0
56.1
17
56.2
63.2
49.6
62.7
61.0
59.8
53.4
50.2
49.7
0.0
0.0
0.0
56.2
0.0
56.2
18
54.5
61.6
49.3
61.2
1 59.0
57.4
53.0
49.9
49.4
0.0
1 0.0
0.0
54.5
0.0
54.5
19
53.4
60.8
48.1
60.5
58.6
56.4
51.7
48.6
48.2
0.0
0.0
0.0
53.4
5.0
58.4
Evening
20
50.8
57.9
45.5
57.4
55.2
53.5
49.5
46.0
45.6
0.0
0.0
0.0
50.8
5.0
55.8
21
54.8
59.5
52.5
59.1
57.3
56.3
54.2
52.9
52.6
0.0
0.0
0.0
54.8
5.0
59.8
22
51.1
56.1
48.0
55.8
54.2
53.0
50.4
48.3
48.1
0.0
0.0
0.0
51.1
10.0
61.1
Night
23
1 44.3
1 51.5
1 39.7
51.1
49.1
1 47.4 1
42.4
1 40.0
1 39.8
0.0
0.0
1 0.0
1 44.3
1 10.0
1 54.3
Min
53.5
59.3
48.0
58.6
57.0
56.0
52.6
48.5
48.1
0.0
0.0
0.0
Da
Day
191
Max
64.7
71.7
61.2
71.3
68.9
67.4
63.1
61.6
61.3
0.0
0.0
0.0
Energy Average
57.9
Average:
63.2
61.0
59.6
54.4
51.2
50.7
0.0
0.0
0.0
p
55.0
57.3
5U.6
Evening
Min
50.8
57.9
45.5
57.4
55.2
53.5
49.5
46.0
45.6
0.0
0.0
0.0
Max
54.8
60.8
52.5
60.5
58.6
56.4
54.2
52.9
52.6
0.0
0.0
0.0
Energy Average
53.3
Average:
59.0
57.0
55.4
51.8
49.2
48.8
0.0
0.0
0.0
Min
42.6
48.9
39.7
48.6
46.4
44.9
41.0
39.9
39.8
0.0
0.0
0.0
Night
59.2
Max
56.3
65.1
49.3
64.6
62.3
60.5
53.1
49.9
49.5
0.0
0.0
0.0
Energy Average
50.6
Average:
55.1
53.4
52.0
45.5
43.5
43.3
0.0
0.0
0.0
U:�UcJobsL12600-13000L12900112954IField WorkJMeasurementsJ12954_L2_M 84
URBAN
CROSSROADS
24 -Hour Noise Level Measurement Summary
Date: Wednesday, October 2, 2019 Location: L3 - Located in the parking lot South of Newport Theatre Arts Meter: Piccolo II JN: 12954
Project: 2510 PCH Mixed -Use Development Center. Analyst: P. Mara
dBA Readings (unadjusted)
85.0
80.0
75.0
m
`a 70.0
65.0
- 60.0
�p
00 M
55.0
M
n
O N N ai ri N
3 50.0 n Ln N
ri
O M �p
ri
c 45.0 0 �o
=
ai ai �n
�n
ni
u� ori '^
`^
ai
v
v � v
of
Ln Ln
40.0 a v
a v 1
Ln
rn
Ln
Ln Ln v
35.0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
Hour Beginning
0. ,.
0
42.7
46.6
40.0
46.5
45.8
45.2
41.9
40.2
40.0
0.0
0.0
0.0
42.7
10.0
52.7
1
40.5
43.2
38.6
43.2
42.8
42.3
40.0
38.7
38.7
0.0
0.0
0.0
40.5
10.0
50.5
2
46.5
49.3
43.9
49.3
49.0
48.5
46.1
44.2
44.0
0.0
0.0
0.0
46.5
10.0
56.5
Night
3
49.5
55.6
46.3
55.4
54.2
52.7
47.7
46.4
46.3
0.0
0.0
0.0
49.5
10.0
59.5
4
46.1
47.6
44.9
47.6
47.4
47.2
45.9
45.0
44.9
0.0
0.0
0.0
46.1
10.0
56.1
5
47.3
49.8
45.4
49.8
49.5
49.0
46.9
45.6
45.4
0.0
0.0
0.0
47.3
10.0
57.3
6
48.7
50.5
47.3
50.5
50.2
50.0
48.5
47.4
47.3
0.0
0.0
0.0
48.7
10.0
58.7
7
49.0
50.3
47.8
50.2
50.0
49.9
48.9
47.9
47.8
0.0
0.0
0.0
49.0
0.0
49.0
8
49.3
51.0
47.8
51.0
50.7
50.5
49.1
48.0
47.9
0.0
0.0
0.0
49.3
0.0
49.3
9
56.3
57.5
54.9
57.5
57.4
57.3
56.3
55.0
54.9
0.0
0.0
0.0
56.3
0.0
56.3
10
56.4
60.3
51.7
60.3
59.9
59.4
54.8
52.0
51.8
0.0
0.0
0.0
56.4
0.0
56.4
11
54.1
56.4
52.0
56.3
56.0
55.6
53.9
52.2
52.1
0.0
0.0
0.0
54.1
0.0
54.1
12
52.1
53.9
50.7
53.9
53.6
53.4
51.8
50.8
50.7
0.0
0.0
0.0
52.1
0.0
52.1
Day
13
53.3
56.1
50.7
56.0
55.7
55.3
52.9
50.9
50.7
0.0
0.0
0.0
53.3
0.0
53.3
14
56.0
59.1
53.3
59.0
58.6
58.0
55.5
53.5
53.3
0.0
0.0
0.0
56.0
0.0
56.0
15
53.8
58.1
51.6
58.0
57.2
56.2
52.9
51.8
51.7
0.0
0.0
0.0
53.8
0.0
53.8
16
55.3
58.4
52.8
58.3
58.0
57.5
54.8
53.0
52.9
0.0
0.0
0.0
55.3
0.0
55.3
17
53.7
57.1
51.4
57.0
56.6
56.0
53.0
51.5
51.4
0.0
0.0
0.0
53.7
0.0
53.7
18
54.0
56.9
51.7
56.8
1 56.4
55.9
53.5
51.9
51.8
0.0
1 0.0
0.0
54.0
0.0
54.0
19
50.5
52.2
49.3
52.1
51.9
51.6
50.3
49.4
49.3
0.0
0.0
0.0
50.5
5.0
55.5
Evening
20
49.2
51.3
47.5
51.2
50.9
50.6
49.0
47.7
47.6
0.0
0.0
0.0
49.2
5.0
54.2
21
49.1
51.0
47.6
50.9
50.6
50.3
48.9
47.7
47.6
0.0
0.0
0.0
49.1
5.0
54.1
22
48.1
50.4
46.1
50.3
50.0
49.7
47.7
46.3
46.1
0.0
0.0
0.0
48.1
10.0
58.1
Night
23
1 45.2
1 47.8 1
43.0
47.7
47.4
1 46.9 1
44.8
1 43.2
1 43.1
1 0.0
0.0
1 0.0
1 45.2
1 10.0
1 55.2
111
REM..
Min
49.0
50.3
47.8
50.2
50.0
49.9
48.9
47.9
47.8
0.0
0.0
0.0
Da
Day
Max
56.4
60.3
54.9
60.3
59.9
59.4
56.3
55.0
54.9
0.0
0.0
0.0
Energy Average
54.2
Average:
56.2
55.8
55.4
53.1
51.6
51.4
0.0
0.0
0.0
52.0
53.6
p
46.0
Evening
Min
49.1
51.0
47.5
50.9
50.6
50.3
48.9
47.7
47.6
0.0
0.0
0.0
Max
50.5
52.2
49.3
52.1
51.9
51.6
50.3
49.4
49.3
0.0
0.0
0.0
Energy Average
49.7
Average:
51.4
51.2
50.9
49.4
48.3
48.2
0.0
0.0
0.0
Min
40.5
43.2
38.6
43.2
42.8
42.3
40.0
38.7
38.7
0.0
0.0
0.0
Night
I
1
55.4
Max
49.5
55.6
47.3
55.4
54.2
52.7
48.5
47.4
47.3
0.0
0.0
0.0
Energy Average
46.8
Average:
48.9
48.5
47.9
45.5
44.1
44.0
0.0
0.0
0.0
U:�UcJobsL12600-13000L12900112954IField WorkJMeasurementsJ12954_L3_K 85
OURBAM
24 -Hour Noise Level Measurement Summary
Date: Wednesday, October 2, 2019 Location: L4 - Located in parking lot north of 2400 West Coast Hwy and Meter: Piccolo II JN: 12954
Project: 2510 PCH Mixed -Use Development west of Avon Lot 2 Analyst: P. Mara
dBA Readings..
85.0
80.0
75.0
m
70.0
`a
65.0
- 60.0
,n
55.0
y 50.0
m �n �n ni
1D
� �
�n o
c 45.0
to u°°i
u°°i LA ,^n `° `°
Ln Ln
Ln
;°
= 40.0 a
`^ ,�,� 00
35.0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
Hour Beginning
0. ,.
0
47.2
57.3
44.8
53.1
49.4
48.7
46.5
45.4
45.1
0.0
0.0
0.0
47.2
10.0
57.2
1
46.1
54.6
43.5
52.8
48.7
48.0
45.2
44.1
43.8
0.0
0.0
0.0
46.1
10.0
56.1
2
50.4
55.9
45.2
55.2
54.3
53.7
49.1
46.1
45.5
0.0
0.0
0.0
50.4
10.0
60.4
Night
3
47.8
50.9
45.8
50.2
49.4
48.9
47.6
46.5
46.2
0.0
0.0
0.0
47.8
10.0
57.8
4
50.7
54.4
48.7
53.5
52.6
52.0
50.3
49.2
48.9
0.0
0.0
0.0
50.7
10.0
60.7
5
51.4
59.4
48.4
57.5
54.6
52.9
50.5
49.0
48.7
0.0
0.0
0.0
51.4
10.0
61.4
6
62.2
77.4
51.0
72.3
1 68.4
65.9
56.8
51.8
51.4
0.0
1 0.0
0.0
62.2
10.0
72.2
7
60.3
69.4
54.6
67.6
65.4
63.8
58.0
55.4
54.9
0.0
0.0
0.0
60.3
0.0
60.3
8
58.5
69.6
50.6
68.1
64.3
61.3
55.6
51.6
51.0
0.0
0.0
0.0
58.5
0.0
58.5
9
58.5
71.7
51.6
67.9
64.1
60.9
55.7
52.5
52.0
0.0
0.0
0.0
58.5
0.0
58.5
10
63.5
73.3
57.4
71.8
68.8
66.0
61.3
58.9
58.1
0.0
0.0
0.0
63.5
0.0
63.5
11
57.9
69.6
51.0
66.3
63.2
61.1
55.1
52.1
51.5
0.0
0.0
0.0
57.9
0.0
57.9
12
56.9
68.2
51.2
65.7
62.2
59.3
54.6
52.2
51.6
0.0
0.0
0.0
56.9
0.0
56.9
Day
13
58.5
69.2
50.8
67.8
64.7
62.4
54.7
51.8
51.2
0.0
0.0
0.0
58.5
0.0
58.5
14
58.1
68.4
51.0
66.0
63.3
61.6
55.4
51.9
51.4
0.0
0.0
0.0
58.1
0.0
58.1
15
57.4
67.7
52.4
65.7
62.1
59.7
55.4
53.3
52.8
0.0
0.0
0.0
57.4
0.0
57.4
16
61.0
72.6
53.1
71.1
67.5
64.0
57.2
54.1
53.5
0.0
0.0
0.0
61.0
0.0
61.0
17
61.8
75.9
52.6
73.9
68.6
62.8
56.1
53.5
53.0
0.0
0.0
0.0
61.8
0.0
61.8
18
59.2
71.1
52.6
68.2
1 64.9
62.4
56.3
53.4
53.0
0.0
1 0.0
0.0
59.2
0.0
59.2
19
58.7
69.8
51.2
68.9
65.5
62.3
54.6
52.0
51.6
0.0
0.0
0.0
58.7
5.0
63.7
Evening
20
54.1
63.3
49.3
62.2
58.8
56.5
52.4
50.0
49.6
0.0
0.0
0.0
54.1
5.0
59.1
21
56.6
66.6
53.0
64.4
61.0
58.2
55.2
53.6
53.3
0.0
0.0
0.0
56.6
5.0
61.6
22
55.4
70.1
49.7
67.2
59.5
56.7
52.2
50.3
50.0
0.0
0.0
0.0
55.4
10.0
65.4
Night
23
1 48.5
1 52.9
1 46.2
51.9
50.7
1 50.0 1
48.0
1 46.8
1 46.5
0.0
0.0 1
0.0
1 48.5
1 10.0
1 58.5
Min
56.9
67.7
50.6
65.7
62.1
59.3
54.6
51.6
51.0
0.0
0.0
0.0
Da
Day
Max
63.5
75.9
57.4
73.9
68.8
66.0
61.3
58.9
58.1
0.0
0.0
0.0
Energy Average
59.7
Average:
68.3
64.9
62.1
56.3
53.4
52.8
0.0
0.0
0.0
p
50.1
59.3
54.6
Min
54.1
63.3
49.3
62.2
58.8
56.5
52.4
50.0
49.6
0.0
0.0
0.0
Evening
Max
58.7
69.8
53.0
68.9
65.5
62.3
55.2
53.6
53.3
0.0
0.0
0.0
Energy Average
56.9
Average:
65.2
61.8
59.0
54.0
51.9
51.5
0.0
0.0
0.0
Min
46.1
50.9
43.5
50.2
48.7
48.0
45.2
44.1
43.8
0.0
0.0
0.0
Night
62.4
Max
62.2
77.4
51.0
72.3
68.4
65.9
56.8
51.8
51.4
0.0
0.0
0.0
Energy Average
54.6
Average:
57.1
54.2
53.0
49.6
47.7
47.3
0.0
0.0
0.0
U:�UcJobsL12600-13000L12900112954IField WorkJMeasurementsJ12954_L4_H 86
OURBAM
24 -Hour Noise Level Measurement Summary
Date: Wednesday, October 2, 2019 Location: L5 - Located in courtyard of 124 Tustin Ave. Meter: Piccolo II JN: 12954
Project: 2510 PCH Mixed -Use Development Analyst: P. Mara
dBA Readings (unadjusted)
85.0
80.0
75.0
m
`a 70.0
65.0
- 60.0
55.0
3 50.0 N Ln 00 lC n O C11 00
l0
C11
n N N ao ao n C11 O M 00
0 45.0 M Ln
= Ln
Ln
`^
4�.
Ln
Ln Ln a aCh O1
40.0 Ln
Ln Ln v
35.0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23
Hour Beginning
0. ,.
0
39.2
45.2
36.3
44.7
42.9
41.7
38.0
36.6
36.4
0.0
0.0
0.0
39.2
10.0
49.2
1
37.5
42.9
35.6
42.0
40.1
39.2
36.8
35.8
35.7
0.0
0.0
0.0
37.5
10.0
47.5
2
51.4
53.4
49.7
53.3
52.9
52.7
51.1
49.9
49.7
0.0
0.0
0.0
51.4
10.0
61.4
Night
3
41.8
44.3
37.4
44.0
43.4
43.0
42.4
37.7
37.5
0.0
0.0
0.0
41.8
10.0
51.8
4
49.6
56.8
47.5
S6.5
54.2
51.7
48.1
47.6
47.5
0.0
0.0
0.0
49.6
10.0
59.6
5
43.7
50.2
40.8
49.4
47.5
46.0
42.7
41.1
40.9
0.0
0.0
0.0
43.7
10.0
53.7
6
49.3
57.4
43.9
56.8
54.5
52.2
47.4
44.6
44.1
0.0
0.0
0.0
49.3
10.0
59.3
7
51.0
57.8
45.6
57.4
55.6
54.0
49.5
46.3
45.8
0.0
0.0
0.0
51.0
0.0
51.0
8
50.9
57.6
45.4
56.8
54.8
53.7
49.8
46.2
45.6
0.0
0.0
0.0
50.9
0.0
50.9
9
51.8
60.0
46.8
59.0
56.2
54.7
50.4
47.6
47.0
0.0
0.0
0.0
51.8
0.0
51.8
10
55.5
62.1
50.7
61.7
59.6
58.2
54.2
51.5
50.9
0.0
0.0
0.0
55.5
0.0
55.5
11
52.1
59.8
46.8
58.7
56.3
54.9
50.6
47.6
47.0
0.0
0.0
0.0
52.1
0.0
52.1
12
50.6
57.9
46.5
57.0
54.3
52.9
49.6
47.3
46.7
0.0
0.0
0.0
50.6
0.0
50.6
Day
13
51.9
58.1
47.6
57.5
56.1
55.0
50.5
48.2
47.8
0.0
0.0
0.0
51.9
0.0
51.9
14
52.7
58.9
47.4
58.3
57.2
56.3
50.8
48.0
47.6
0.0
0.0
0.0
52.7
0.0
52.7
15
54.7
64.6
49.2
63.0
60.2
58.0
52.3
49.8
49.4
0.0
0.0
0.0
54.7
0.0
54.7
16
54.2
60.9
49.8
60.2
58.5
57.2
52.8
50.5
50.0
0.0
0.0
0.0
54.2
0.0
54.2
17
50.8
56.9
47.4
56.4
54.7
53.3
49.8
47.8
47.5
0.0
0.0
0.0
50.8
0.0
50.8
18
50.8
57.1
47.0
56.5
54.7
53.6
49.6
47.4
47.1
0.0
0.0
0.0
50.8
0.0
50.8
19
49.7
57.5
46.0
56.7
53.9
52.0
48.3
46.4
46.1
0.0
0.0
0.0
49.7
5.0
54.7
Evening
20
46.9
53.9
42.3
53.4
51.4
49.9
45.2
42.8
42.4
0.0
0.0
0.0
46.9
5.0
51.9
21
49.0
54.5
46.4
54.1
52.4
51.0
48.1
46.7
46.5
0.0
0.0
0.0
49.0
5.0
54.0
22
45.3
51.0
42.2
50.6
49.1
47.7
44.2
42.4
42.3
0.0
0.0
0.0
45.3
10.0
55.3
Night
23
1 39.8
1 46.4
1 36.6
46.0
44.0
1 42.3 1
38.4
1 36.9
1 36.7
0.0
0.0
1 0.0
1 39.8
1 10.0
1 49.8
Min
50.6
56.9
45.4
56.4
54.3
52.9
49.5
46.2
45.6
0.0
0.0
0.0
Da
Day
Max
55.5
64.6
50.7
63.0
60.2
58.2
54.2
51.5
50.9
0.0
0.0
0.0
Energy Average
52.6
Average:
58.6
56.5
55.2
50.8
48.2
47.7
0.0
0.0
0.0
50.7
J
52.0
46.6
Min
46.9
53.9
42.3
53.4
51.4
49.9
45.2
42.8
42.4
0.0
0.0
0.0
Evening
Max
49.7
57.5
46.4
56.7
53.9
52.0
48.3
46.7
46.5
0.0
0.0
0.0
Energy Average
48.7
Average:
54.7
52.5
51.0
47.2
45.3
45.0
0.0
0.0
0.0
37.5
42.9
35.6
42.0
40.1
39.2
36.8
35.8
35.7
0.0
0.0
0.0
NightMin
54.6
Max
51.4
57.4
49.7
56.8
54.5
52.7
51.1
49.9
49.7
0.0
0.0
0.0
Energy Average
46.6
Average:
49.2
47.6
46.3
43.2
41.4
41.2
0.0
0.0
0.0
U:�UcJobsL12600-13000L12900112954IField WorkJMeasurementsJ12954_L5 L 87
OURBAM
12954-07 Noise Study
2510 PCH Mixed -Use Development Noise Impact Analysis
This page intentionally left blank
88
L'*► URBAN
12954-09 Noise Study
2510 PCH Mixed -Use Development Noise Impact Analysis
APPENDIX 7.1:
ON-SITE TRAFFIC NOISE LEVEL CALCULATIONS
89
L'*► URBAN
12954-09 Noise Study
2510 PCH Mixed -Use Development Noise Impact Analysis
This page intentionally left blank
90
L'*► URBAN
-D-77-108
HIGHWAY NOISE
PREDICTION•D•
-0.66
Scenario: First Floor With Wall
Project Name: 2510 PCH
0.000
Road Name: W. Coast
Hwy.
Job Number: 12954
-0.64
Lot No: Auto Showroom
Analyst: B. Lawson
0.000
SITE SPECIFIC INPUT DATA
81.16
NOISE MODEL INPUTS
-0.65
Highway Data
0.000
0.000
Site Conditions (Hard = 10, Soft = 15)
Topo and barrier attenuation)
Average Daily Traffic (Adt):
51,000 vehicles
Autos: 15
Leq Peak hFourT
Peak Hour Percentage:
10%
Leq Night Ldn
Medium Trucks (2 Axles): 15
Autos:
Peak Hour Volume:
5,100 vehicles
67.5
Heavy Trucks (3+ Axles): 15
70.0
Vehicle Speed:
40 mph
62.9
61.4
55.0
Vehicle Mix
61.9
Near/Far Lane Distance:
60 feet
63.8
VehicleType Day Evening Night
Daily
Site Data
62.9
63.0
Autos. 77.5% 12.9% 9.6%
Medium Trucks: 84.8% 4.9% 10.3%
97.42%
1.84%
Barrier Height: 0.0 feet
Barrier Type (0 -Wall, 1 -Berm):
0.0
71.3
Heavy Trucks: 86.5% 2.7% 10.8%
0.74%
Centerline Dist. to Barrier:
62.0 feet
Noise Source Elevations (in feet)
VehicleType
Centerline Dist. to Observer:
62.0 feet
Leq Evening
Autos: 0.000
CNEL
Barrier Distance to Observer:
0.0 feet
69.2
Medium Trucks: 2.297
61.4
Observer Height (Above Pad):
5.0 feet
Medium Trucks:
Heavy Trucks: 8.006 Grade Adjustment:
0.0
Pad Elevation:
0.0 feet
61.9
62.1
Heavy Trucks:
Lane Equivalent Distance (in feet)
62.3
Road Elevation: 0.0 feet
Barrier Elevation:
0.0 feet
63.0
Autos: 54.489
72.4
Road Grade:
0.0%
62.8
Medium Trucks: 54.326
71.8
Heavy Trucks: 54.342
FHWA Noise Model Calculations
VehicleType REMEL
Traffic Flow
Distance Finite Road Fresnel Barrier Atten Berm Atten
Autos:
67.36
5.64
-0.66
-1.20 -4.70
0.000
0.000
Medium Trucks:
76.31
-11.60
-0.64
-1.20 -4.88
0.000
0.000
Heavy Trucks:
81.16
-15.56
-0.65
-1.20 -5.32
0.000
0.000
Unmitigated Noise Levels (without
Topo and barrier attenuation)
VehicleType
Leq Peak hFourT
Leq Day
Leq Evening
Leq Night Ldn
CNEL
Autos:
71.1
69.2
67.5
61.4
70.0
70.6
Medium Trucks:
62.9
61.4
55.0
53.5
61.9
62.1
Heavy Trucks:
63.8
62.3
53.3
54.5
62.9
63.0
Vehicle Noise:
72.4
70.6
67.9
62.8
71.3
71.8
Mitigated Noise Levels
(with Topo and barrier attenuation)
VehicleType
Leq Peak Hour
Leq Day
Leq Evening
Leq Night Ldn
CNEL
Autos:
71.1
69.2
67.5
61.4
70.0
70.6
Medium Trucks:
62.9
61.4
55.0
53.5
61.9
62.1
Heavy Trucks:
63.8
62.3
53.3
54.5
62.9
63.0
Vehicle Noise:
72.4
70.6
67.9
62.8
71.3
71.8
Tuesday, February 4, 2020
91
-D-77-108
HIGHWAY NOISE
PREDICTION•D•
-4.48
Scenario: First Floor With Wall
Project Name: 2510 PCH
0.000
Road Name: Tustin Ave.
71.09
Job Number: 12954
-4.48
Lot No: Auto Showroom
Analyst: B. Lawson
0.000
SITE SPECIFIC INPUT DATA
77.24
NOISE MODEL INPUTS
-4.48
Highway Data
0.000
0.000
Site Conditions (Hard = 10, Soft = 15)
Topo and barrier attenuation)
Average Daily Traffic (Adt):
3,000 vehicles
Autos: 15
Leq Peak hFourT
Peak Hour Percentage:
10%
Leq Night Ldn
Medium Trucks (2 Axles): 15
Autos:
Peak Hour Volume:
300 vehicles
45.5
Heavy Trucks (3+ Axles): 15
48.0
Vehicle Speed:
25 mph
43.5
42.0
35.7
Vehicle Mix
42.6
Near/Far Lane Distance:
12 feet
45.7
VehicleType Day Evening Night
Daily
Site Data
44.9
45.0
Autos. 77.5% 12.9% 9.6%
Medium Trucks: 84.8% 4.9% 10.3%
97.42%
1.84%
Barrier Height: 0.0 feet
Barrier Type (0 -Wall, 1 -Berm):
0.0
50.5
Heavy Trucks: 86.5% 2.7% 10.8%
0.74%
Centerline Dist. to Barrier:
98.0 feet
Noise Source Elevations (in feet)
VehicleType
Centerline Dist. to Observer:
98.0 feet
Leq Evening
Autos: 0.000
CNEL
Barrier Distance to Observer:
0.0 feet
47.2
Medium Trucks: 2.297
39.4
Observer Height (Above Pad):
5.0 feet
Medium Trucks:
Heavy Trucks: 8.006 Grade Adjustment:
0.0
Pad Elevation:
0.0 feet
42.6
42.8
Heavy Trucks:
Lane Equivalent Distance (in feet)
44.3
Road Elevation: 0.0 feet
Barrier Elevation:
0.0 feet
45.0
Autos: 97.944
51.5
Road Grade:
0.0%
42.0
Medium Trucks: 97.853
50.9
Heavy Trucks: 97.862
FHWA Noise Model Calculations
VehicleType REMEL
Traffic Flow
Distance Finite Road Fresnel Barrier Atten Berm Atten
Autos:
59.44
-4.63
-4.48
-1.20 -4.77
0.000
0.000
Medium Trucks:
71.09
-21.87
-4.48
-1.20 -4.88
0.000
0.000
Heavy Trucks:
77.24
-25.82
-4.48
-1.20 -5.17
0.000
0.000
Unmitigated Noise Levels (without
Topo and barrier attenuation)
VehicleType
Leq Peak hFourT
Leq Day
Leq Evening
Leq Night Ldn
CNEL
Autos:
49.1
47.2
45.5
39.4
48.0
48.6
Medium Trucks:
43.5
42.0
35.7
34.1
42.6
42.8
Heavy Trucks:
45.7
44.3
35.3
36.5
44.9
45.0
Vehicle Noise:
51.5
49.8
46.3
42.0
50.5
50.9
Mitigated Noise Levels
(with Topo and barrier attenuation)
VehicleType
Leq Peak Hour
Leq Day
Leq Evening
Leq Night Ldn
CNEL
Autos:
49.1
47.2
45.5
39.4
48.0
48.6
Medium Trucks:
43.5
42.0
35.7
34.1
42.6
42.8
Heavy Trucks:
45.7
44.3
35.3
36.5
44.9
45.0
Vehicle Noise:
51.5
49.8
46.3
42.0
50.5
50.9
Tuesday, February 4, 2020
92
-D-77-108
HIGHWAY NOISE
PREDICTION•D•
-8.47
Scenario: First Floor With Wall
Project Name: 2510 PCH
0.000
Road Name: W. Coast
Hwy.
Job Number: 12954
-11.60
Lot No: Residential
Analyst: B. Lawson
-4.89
SITE SPECIFIC INPUT DATA
0.000
NOISE MODEL INPUTS
81.16
Highway Data
-8.47
-1.20
Site Conditions (Hard = 10, Soft = 15)
0.000
Average Daily Traffic (Adt):
51,000 vehicles
46.7
Autos: 15
Vehicle Noise:
Peak Hour Percentage:
10%
60.1
Medium Trucks (2 Axles): 15
63.5 64.0
Peak Hour Volume:
5,100 vehicles
Heavy Trucks (3+ Axles): 15
Vehicle Speed:
40 mph
Vehicle Mix
Near/Far Lane Distance:
60 feet
VehicleType Day Evening Night
Daily
Site Data
Autos. 77.5% 12.9% 9.6%
Medium Trucks: 84.8% 4.9% 10.3%
97.42%
1.84%
Barrier Height: 0.0 feet
Barrier Type (0 -Wall, 1 -Berm):
0.0
Heavy Trucks: 86.5% 2.7% 10.8%
0.74%
Centerline Dist. to Barrier:
183.0 feet
Noise Source Elevations (in feet)
Centerline Dist. to Observer:
183.0 feet
Autos: 0.000
Barrier Distance to Observer:
0.0 feet
Medium Trucks: 2.297
Observer Height (Above Pad):
5.0 feet
Heavy Trucks: 8.006 Grade Adjustment:
0.0
Pad Elevation:
0.0 feet
Lane Equivalent Distance (in feet)
Road Elevation: 0.0 feet
Barrier Elevation:
0.0 feet
Autos: 180.593
Road Grade:
0.0%
Medium Trucks: 180.544
Heavy Trucks: 180.549
FHWA Noise Model Calculations
VehicleType REMEL
Traffic Flow
Distance Finite Road Fresnel Barrier Atten Berm Atten
Autos:
67.36
5.64
-8.47
-1.20
-4.83
0.000
0.000
Medium Trucks:
76.31
-11.60
-8.47
-1.20
-4.89
0.000
0.000
Heavy Trucks:
81.16
-15.56
-8.47
-1.20
-5.04
0.000
0.000
unmitigated Noise Levels (witnout Topo and Barrier attenuation)
Leq Peak Hour
Leq Day
VehicleType
Leq Peak Hour
Leq Day
Leq Evening
Leq Night
Ldn CNEL
Autos:
63.3
61.4
59.7
53.6
62.2 62.8
Medium Trucks:
55.0
53.5
47.2
45.6
54.1 54.3
Heavy Trucks:
55.9
54.5
45.5
46.7
55.1 55.2
Vehicle Noise:
64.6
62.8
60.1
55.0
63.5 64.0
Mitigated Noise Levels (with Topo and barrier attenuation)
VehicleType
Leq Peak Hour
Leq Day
Leq Evening
Leq Night
Autos:
63.3
61.4
59.7
53.6
Medium Trucks:
55.0
53.5
47.2
45.6
Heavy Trucks:
55.9
54.5
45.5
46.7
Vehicle Noise:
64.6
62.8
60.1
55.0
Tuesday, February 4, 2020
93
Ldn CNEL
62.2 62.8
54.1 54.3
55.1 55.2
63.5 64.0
-D-77-108 HIGHWAY NOISE
PREDICTION•D•
-4.63
Scenario: First Floor With Wall
Project Name: 2510 PCH
-4.78
Road Name: Tustin Ave.
0.000
Job Number: 12954
71.09
Lot No: Residential
-5.23
Analyst: B. Lawson
-4.88
SITE SPECIFIC INPUT DATA
0.000
NOISE MODEL INPUTS
77.24
Highway Data
-5.23
-1.20
Site Conditions (Hard = 10, Soft = 15)
0.000
Average Daily Traffic (Adt):
3,000 vehicles
35.8
Autos: 15
Vehicle Noise:
Peak Hour Percentage:
10%
45.5
Medium Trucks (2 Axles): 15
49.8 50.2
Peak Hour Volume:
300 vehicles
Heavy Trucks (3+ Axles): 15
Vehicle Speed:
25 mph
Vehicle Mix
Near/Far Lane Distance:
12 feet
VehicleType Day Evening Night
Daily
Site Data
Autos. 77.5% 12.9% 9.6%
Medium Trucks: 84.8% 4.9% 10.3%
97.42%
1.84%
Barrier Height: 0.0 feet
Barrier Type (0 -Wall, 1 -Berm):
0.0
Heavy Trucks: 86.5% 2.7% 10.8%
0.74%
Centerline Dist. to Barrier:
110.0 feet
Noise Source Elevations (in feet)
Centerline Dist. to Observer:
110.0 feet
Autos: 0.000
Barrier Distance to Observer:
0.0 feet
Medium Trucks: 2.297
Observer Height (Above Pad):
5.0 feet
Heavy Trucks: 8.006 Grade Adjustment:
0.0
Pad Elevation:
0.0 feet
Lane Equivalent Distance (in feet)
Road Elevation: 0.0 feet
Barrier Elevation:
0.0 feet
Autos: 109.950
Road Grade:
0.0%
Medium Trucks: 109.869
Heavy Trucks: 109.877
FHWA Noise Model Calculations
VehicleType REMEL
Traffic Flow
Distance Finite Road Fresnel Barrier Atten Berm Atten
Autos:
59.44
-4.63
-5.24
-1.20
-4.78
0.000
0.000
Medium Trucks:
71.09
-21.87
-5.23
-1.20
-4.88
0.000
0.000
Heavy Trucks:
77.24
-25.82
-5.23
-1.20
-5.14
0.000
0.000
unmitigated Noise Levels (witnout Topo and Barrier attenuation)
Leq Peak Hour
Leq Day
VehicleType
Leq Peak Hour
Leq Day
Leq Evening
Leq Night
Ldn CNEL
Autos:
48.4
46.5
44.7
38.7
47.3 47.9
Medium Trucks:
42.8
41.3
34.9
33.4
41.8 42.1
Heavy Trucks:
45.0
43.6
34.5
35.8
44.1 44.3
Vehicle Noise:
50.8
49.1
45.5
41.2
49.8 50.2
Mitigated Noise Levels (with Topo and barrier attenuation)
VehicleType
Leq Peak Hour
Leq Day
Leq Evening
Leq Night
Autos:
48.4
46.5
44.7
38.7
Medium Trucks:
42.8
41.3
34.9
33.4
Heavy Trucks:
45.0
43.6
34.5
35.8
Vehicle Noise:
50.8
49.1
45.5
41.2
Tuesday, February 4, 2020
94
Ldn CNEL
47.3 47.9
41.8 42.1
44.1 44.3
49.8 50.2
Scenario: Second Floor With Wall
Project Name: 2510 PCH
Leq Day
Road Name: W. Coast
Hwy.
Job Number: 12954
VehicleType
Lot No: Rooftop Deck
Analyst: B. Lawson
Barrier Atten
SITE SPECIFIC INPUT DATA
NOISE MODEL INPUTS
Site Conditions (Hard = 10, Soft = 15)
5.64 1.32
Highway Data
2.58
Autos: 15
-16.054
Average Daily Traffic (Adt): 51,000 vehicles
Peak Hour Percentage:
10%
Medium Trucks (2 Axles): 15
2.32
Peak Hour Volume:
5,100 vehicles
Heavy Trucks (3+ Axles): 15
81.16
Vehicle Speed:
40 mph
Vehicle Mix
-11.600
Near/Far Lane Distance:
60 feet
VehicleType
Day
Evening
Night
Daily
Site Data
Leq Day Leq Evening
Autos: 77.5% 12.9%
Medium Trucks: 84.8% 4.9%
9.6% 97.42%
10.3% 1.84%
Barrier Height: 6.0 feet
Barrier Type (0 -Wall, 1 -Berm):
0.0
Heavy Trucks: 86.5% 2.7%
10.8% 0.74%
Centerline Dist. to Barrier:
62.0 feet
Noise Source Elevations (in feet)
Medium Trucks:
Centerline Dist. to Observer:
72.0 feet
Autos: 0.00
55.8
Barrier Distance to Observer:
10.0 feet
Medium Trucks: 2.30
67.0
Observer Height (Above Pad):
27.0 feet
Heavy Trucks: 8.01 Grade Adjustment: 0.0
Pad Elevation:
0.0 feet
Vehicle Noise:
74.6
Road Elevation:
0.0 feet
Lane Equivalent Distance (in feet)
73.6
Autos: 40.183
Barrier Elevation: 22.0 feet
Road Grade:
0.0%
Medium Trucks: 38.061
Heavy Trucks: 32.936
FHWA Noise Model Calculations
Leq Peak Hour
Leq Day
Leq Evening
Leq Night
Ldn
VehicleType
REMEL Traffic Flow Distance Finite Road 7
Fresnel
Barrier Atten
Berm Atten
Autos:
67.36
5.64 1.32
-1.20
2.58
-13.054
-16.054
Medium Trucks:
76.31
-11.60 1.67
-1.20
2.32
-12.716
-15.716
Heavy Trucks:
81.16
-15.56 2.62
-1.20
1.65
-11.600
-14.600
Unmitigated Noise Levels (without Topo and barrier attenuation)
60.8
61.3
VehicleType
Leq Peak Hour
Leq Day Leq Evening
Leq Night
Ldn
CNEL
Autos:
73.1
71.2 69.5
63.4
72.0
72.6
Medium Trucks:
65.2
63.7 57.3
55.8
64.2
64.5
Heavy Trucks:
67.0
65.6 56.6
57.8
66.2
66.3
Vehicle Noise:
74.6
72.8 69.9
65.0
73.6
74.0
Mitigated Noise Levels (with Topo and barrier attenuation)
VehicleType
Leq Peak Hour
Leq Day
Leq Evening
Leq Night
Ldn
CNEL
Autos:
60.1
58.2
56.4
50.3
59.0
59.6
Medium Trucks:
52.5
51.0
44.6
43.1
51.5
51.7
Heavy Trucks:
55.4
54.0
45.0
46.2
54.6
54.7
Vehicle Noise:
61.9
60.1
57.0
52.3
60.8
61.3
Tuesday, July 28, 2020
95
Scenario: Second Floor With Wall
Project Name: 2510 PCH
Leq Day
Road Name: W. Coast
Hwy.
Job Number: 12954
VehicleType
Lot No: Rooftop Deck
Analyst: B. Lawson
Barrier Atten
SITE SPECIFIC INPUT DATA
NOISE MODEL INPUTS
Site Conditions (Hard = 10, Soft = 15)
5.64 -2.93
Highway Data
1.03
Autos: 15
-13.360
Average Daily Traffic (Adt): 51,000 vehicles
Peak Hour Percentage:
10%
Medium Trucks (2 Axles): 15
0.91
Peak Hour Volume:
5,100 vehicles
Heavy Trucks (3+ Axles): 15
81.16
Vehicle Speed:
40 mph
Vehicle Mix
-9.120
Near/Far Lane Distance:
60 feet
VehicleType
Day
Evening
Night
Daily
Site Data
Leq Day Leq Evening
Autos: 77.5% 12.9%
Medium Trucks: 84.8% 4.9%
9.6% 97.42%
10.3% 1.84%
Barrier Height: 6.0 feet
Barrier Type (0 -Wall, 1 -Berm):
0.0
Heavy Trucks: 86.5% 2.7%
10.8% 0.74%
Centerline Dist. to Barrier:
98.0 feet
Noise Source Elevations (in feet)
Medium Trucks:
Centerline Dist. to Observer:
108.0 feet
Autos: 0.00
51.2
Barrier Distance to Observer:
10.0 feet
Medium Trucks: 2.30
61.7
Observer Height (Above Pad):
27.0 feet
Heavy Trucks: 8.01 Grade Adjustment: 0.0
Pad Elevation:
0.0 feet
Vehicle Noise:
70.1
Road Elevation:
0.0 feet
Lane Equivalent Distance (in feet)
69.1
Autos: 77.192
Barrier Elevation: 22.0 feet
Road Grade:
0.0%
Medium Trucks: 76.267
Heavy Trucks: 74.266
FHWA Noise Model Calculations
Leq Peak Hour
Leq Day
Leq Evening
Leq Night
Ldn
VehicleType
REMEL Traffic Flow Distance Finite Road 7
Fresnel
Barrier Atten
Berm Atten
Autos:
67.36
5.64 -2.93
-1.20
1.03
-10.360
-13.360
Medium Trucks:
76.31
-11.60 -2.85
-1.20
0.91
-10.030
-13.030
Heavy Trucks:
81.16
-15.56 -2.68
-1.20
0.64
-9.120
-12.120
Unmitigated Noise Levels (without Topo and barrier attenuation)
59.0
59.5
VehicleType
Leq Peak Hour
Leq Day Leq Evening
Leq Night
Ldn
CNEL
Autos:
68.9
67.0 65.2
59.1
67.8
68.4
Medium Trucks:
60.7
59.1 52.8
51.2
59.7
59.9
Heavy Trucks:
61.7
60.3 51.3
52.5
60.9
61.0
Vehicle Noise:
70.1
68.4 65.6
60.5
69.1
69.6
Mitigated Noise Levels (with Topo and barrier attenuation)
VehicleType
Leq Peak Hour
Leq Day
Leq Evening
Leq Night
Ldn
CNEL
Autos:
58.5
56.6
54.8
48.8
57.4
58.0
Medium Trucks:
50.6
49.1
42.8
41.2
49.7
49.9
Heavy Trucks:
52.6
51.2
42.1
43.4
51.7
51.9
Vehicle Noise:
60.0
58.3
55.3
50.4
59.0
59.5
Tuesday, July 28, 2020
96
-D-77-108
HIGHWAY NOISE
PREDICTION•D•
-0.85
Scenario: Second Floor With Wall
Project Name: 2510 PCH
0.000
Road Name: W. Coast
Hwy.
Job Number: 12954
-11.60
Lot No: Auto Showroom
Analyst: B. Lawson
-12.67
SITE SPECIFIC INPUT DATA
0.000
NOISE MODEL INPUTS
81.16
Highway Data
-0.68
-1.20
Site Conditions (Hard = 10, Soft = 15)
0.000
Average Daily Traffic (Adt):
51,000 vehicles
Evening
Autos: 15
71.0
Peak Hour Percentage:
10%
Medium Trucks:
Medium Trucks (2 Axles): 15
61.2
Peak Hour Volume:
5,100 vehicles
63.7
Heavy Trucks (3+ Axles): 15
53.3
Vehicle Speed:
40 mph
70.4
67.7
Vehicle Mix
Near/Far Lane Distance:
60 feet
VehicleType Day Evening Night
Daily
Site Data
Autos. 77.5% 12.9% 9.6%
Medium Trucks: 84.8% 4.9% 10.3%
97.42%
1.84%
Barrier Height: 0.0 feet
Barrier Type (0 -Wall, 1 -Berm):
0.0
Heavy Trucks: 86.5% 2.7% 10.8%
0.74%
Centerline Dist. to Barrier:
62.0 feet
Noise Source Elevations (in feet)
Centerline Dist. to Observer:
62.0 feet
Autos: 0.000
Barrier Distance to Observer:
0.0 feet
Medium Trucks: 2.297
Observer Height (Above Pad):
14.0 feet
Heavy Trucks: 8.006 Grade Adjustment:
0.0
Pad Elevation:
0.0 feet
Lane Equivalent Distance (in feet)
Road Elevation: 0.0 feet
Barrier Elevation:
0.0 feet
Autos: 56.036
Road Grade:
0.0%
Medium Trucks: 55.506
Heavy Trucks: 54.589
FHWA Noise Model Calculations
VehicleType REMEL
Traffic Flow
Distance Finite Road Fresnel Barrier Atten Berm Atten
Autos:
67.36
5.64
-0.85
-1.20
-12.17
0.000
0.000
Medium Trucks:
76.31
-11.60
-0.78
-1.20
-12.67
0.000
0.000
Heavy Trucks:
81.16
-15.56
-0.68
-1.20
-13.92
0.000
0.000
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VehicleType
Leq Peak Hour
Leq Day
Leq Evening
Autos:
71.0
69.1
67.3
Medium Trucks:
62.7
61.2
54.9
Heavy Trucks:
63.7
62.3
53.3
Vehicle Noise:
72.2
70.4
67.7
Mitigated Noise Levels (with Topo and barrier attenuation)
VehicleType
Leq Peak Hour
Leq DayLeq
Evening
Autos:
71.0
69.1
67.3
Medium Trucks:
62.7
61.2
54.9
Heavy Trucks:
63.7
62.3
53.3
Vehicle Noise:
72.2
70.4
67.7
Tuesday, February 4, 2020
97
Leq Night Ldn
61.2
53.3
54.5
62.6
Leq Night Ldn
61.2
53.3
54.5
62.6
CNEL
69.9
70.5
61.8
62.0
62.9
63.0
71.2
71.7
CNEL
69.9 70.5
61.8 62.0
62.9 63.0
71.2 71.7
-D-77-108
HIGHWAY NOISE
PREDICTION•D•
-4.54
Scenario: Second Floor With Wall
Project Name: 2510 PCH
0.000
Road Name: Tustin Ave.
71.09
Job Number: 12954
-4.52
Lot No: Auto Showroom
Analyst: B. Lawson
0.000
SITE SPECIFIC INPUT DATA
77.24
NOISE MODEL INPUTS
-4.49
Highway Data
0.000
0.000
Site Conditions (Hard = 10, Soft = 15)
Topo and barrier attenuation)
Average Daily Traffic (Adt):
3,000 vehicles
Autos: 15
Leq Peak hFourT
Peak Hour Percentage:
10%
Leq Night
Medium Trucks (2 Axles): 15
Autos:
Peak Hour Volume:
300 vehicles
45.4
Heavy Trucks (3+ Axles): 15
48.0
Vehicle Speed:
25 mph
43.5
42.0
35.6
Vehicle Mix
42.5
Near/Far Lane Distance:
12 feet
45.7
VehicleType Day Evening Night
Daily
Site Data
44.9
45.0
Autos. 77.5% 12.9% 9.6%
Medium Trucks: 84.8% 4.9% 10.3%
97.42%
1.84%
Barrier Height: 0.0 feet
Barrier Type (0 -Wall, 1 -Berm):
0.0
50.5
Heavy Trucks: 86.5% 2.7% 10.8%
0.74%
Centerline Dist. to Barrier:
98.0 feet
Noise Source Elevations (in feet)
VehicleType
Centerline Dist. to Observer:
98.0 feet
Leq Evening
Autos: 0.000
Ldn CNEL
Barrier Distance to Observer:
0.0 feet
47.2
Medium Trucks: 2.297
39.4
Observer Height (Above Pad):
14.0 feet
Medium Trucks:
Heavy Trucks: 8.006 Grade Adjustment:
0.0
Pad Elevation:
0.0 feet
42.5
42.8
Heavy Trucks:
Lane Equivalent Distance (in feet)
44.3
Road Elevation: 0.0 feet
Barrier Elevation:
0.0 feet
45.0
Autos: 98.813
51.5
Road Grade:
0.0%
42.0
Medium Trucks: 98.514
50.9
Heavy Trucks: 98.000
FHWA Noise Model Calculations
VehicleType REMEL
Traffic Flow
Distance Finite Road Fresnel Barrier Atten Berm Atten
Autos:
59.44
-4.63
-4.54
-1.20 -12.72
0.000
0.000
Medium Trucks:
71.09
-21.87
-4.52
-1.20 -13.04
0.000
0.000
Heavy Trucks:
77.24
-25.82
-4.49
-1.20 -13.84
0.000
0.000
Unmitigated Noise Levels (without
Topo and barrier attenuation)
VehicleType
Leq Peak hFourT
Leq Day
Leq Evening
Leq Night
Ldn CNEL
Autos:
49.1
47.2
45.4
39.4
48.0
48.6
Medium Trucks:
43.5
42.0
35.6
34.1
42.5
42.8
Heavy Trucks:
45.7
44.3
35.3
36.5
44.9
45.0
Vehicle Noise:
51.5
49.8
46.2
42.0
50.5
50.9
Mitigated Noise Levels
(with Topo and barrier attenuation)
VehicleType
Leq Peak Hour
Leq Day
Leq Evening
Leq Night
Ldn CNEL
Autos:
49.1
47.2
45.4
39.4
48.0
48.6
Medium Trucks:
43.5
42.0
35.6
34.1
42.5
42.8
Heavy Trucks:
45.7
44.3
35.3
36.5
44.9
45.0
Vehicle Noise:
51.5
49.8
46.2
42.0
50.5
50.9
Tuesday, February 4, 2020
98
-D-77-108
HIGHWAY NOISE
PREDICTION•D•
-8.49
Scenario: Second Floor With Wall
Project Name: 2510 PCH
0.000
Road Name: W. Coast
Hwy.
Job Number: 12954
-11.60
Lot No: Residential
Analyst: B. Lawson
-13.35
SITE SPECIFIC INPUT DATA
0.000
NOISE MODEL INPUTS
81.16
Highway Data
-8.47
-1.20
Site Conditions (Hard = 10, Soft = 15)
0.000
Average Daily Traffic (Adt):
51,000 vehicles
46.7
Autos: 15
Vehicle Noise:
Peak Hour Percentage:
10%
60.0
Medium Trucks (2 Axles): 15
63.5 64.0
Peak Hour Volume:
5,100 vehicles
Heavy Trucks (3+ Axles): 15
Vehicle Speed:
40 mph
Vehicle Mix
Near/Far Lane Distance:
60 feet
VehicleType Day Evening Night
Daily
Site Data
Autos. 77.5% 12.9% 9.6%
Medium Trucks: 84.8% 4.9% 10.3%
97.42%
1.84%
Barrier Height: 0.0 feet
Barrier Type (0 -Wall, 1 -Berm):
0.0
Heavy Trucks: 86.5% 2.7% 10.8%
0.74%
Centerline Dist. to Barrier:
183.0 feet
Noise Source Elevations (in feet)
Centerline Dist. to Observer:
183.0 feet
Autos: 0.000
Barrier Distance to Observer:
0.0 feet
Medium Trucks: 2.297
Observer Height (Above Pad):
14.0 feet
Heavy Trucks: 8.006 Grade Adjustment:
0.0
Pad Elevation:
0.0 feet
Lane Equivalent Distance (in feet)
Road Elevation: 0.0 feet
Barrier Elevation:
0.0 feet
Autos: 181.066
Road Grade:
0.0%
Medium Trucks: 180.903
Heavy Trucks: 180.624
FHWA Noise Model Calculations
VehicleType REMEL
Traffic Flow
Distance Finite Road Fresnel Barrier Atten Berm Atten
Autos:
67.36
5.64
-8.49
-1.20
-13.17
0.000
0.000
Medium Trucks:
76.31
-11.60
-8.48
-1.20
-13.35
0.000
0.000
Heavy Trucks:
81.16
-15.56
-8.47
-1.20
-13.77
0.000
0.000
unmitigated Noise Levels (witnout Topo and Barrier attenuation)
Leq Peak Hour
Leq Day
VehicleType
Leq Peak Hour
Leq Day
Leq Evening
Leq Night
Ldn CNEL
Autos:
63.3
61.4
59.6
53.6
62.2 62.8
Medium Trucks:
55.0
53.5
47.2
45.6
54.1 54.3
Heavy Trucks:
55.9
54.5
45.5
46.7
55.1 55.2
Vehicle Noise:
64.6
62.8
60.0
54.9
63.5 64.0
Mitigated Noise Levels (with Topo and barrier attenuation)
VehicleType
Leq Peak Hour
Leq Day
Leq Evening
Autos:
63.3
61.4
59.6
Medium Trucks:
55.0
53.5
47.2
Heavy Trucks:
55.9
54.5
45.5
Vehicle Noise:
64.6
62.8
60.0
Tuesday, February 4, 2020
99
Leq Night Ldn
53.6
45.6
46.7
CNEL
62.2 62.8
54.1 54.3
55.1 55.2
54.9 63.5 64.0
-D-77-108 HIGHWAY NOISE
PREDICTION•D•
-4.63
Scenario: Second Floor With Wall
Project Name: 2510 PCH
-12.83
Road Name: Tustin Ave.
0.000
Job Number: 12954
71.09
Lot No: Residential
-5.27
Analyst: B. Lawson
-13.11
SITE SPECIFIC INPUT DATA
0.000
NOISE MODEL INPUTS
77.24
Highway Data
-5.24
-1.20
Site Conditions (Hard = 10, Soft = 15)
0.000
Average Daily Traffic (Adt):
3,000 vehicles
Heavy Trucks:
Autos: 15
43.6
Peak Hour Percentage:
10%
44.1
Medium Trucks (2 Axles): 15
Vehicle Noise:
Peak Hour Volume:
300 vehicles
45.5
Heavy Trucks (3+ Axles): 15
49.7
Vehicle Speed:
25 mph
Vehicle Mix
Near/Far Lane Distance:
12 feet
VehicleType Day Evening Night
Daily
Site Data
Autos. 77.5% 12.9% 9.6%
Medium Trucks: 84.8% 4.9% 10.3%
97.42%
1.84%
Barrier Height: 0.0 feet
Barrier Type (0 -Wall, 1 -Berm):
0.0
Heavy Trucks: 86.5% 2.7% 10.8%
0.74%
Centerline Dist. to Barrier:
110.0 feet
Noise Source Elevations (in feet)
Centerline Dist. to Observer:
110.0 feet
Autos: 0.000
Barrier Distance to Observer:
0.0 feet
Medium Trucks: 2.297
Observer Height (Above Pad):
14.0 feet
Heavy Trucks: 8.006 Grade Adjustment:
0.0
Pad Elevation:
0.0 feet
Lane Equivalent Distance (in feet)
Road Elevation: 0.0 feet
Barrier Elevation:
0.0 feet
Autos: 110.725
Road Grade:
0.0%
Medium Trucks: 110.458
Heavy Trucks: 110.000
FHWA Noise Model Calculations
VehicleType REMEL
Traffic Flow
Distance Finite Road Fresnel Barrier Atten Berm Atten
Autos:
59.44
-4.63
-5.28
-1.20
-12.83
0.000
0.000
Medium Trucks:
71.09
-21.87
-5.27
-1.20
-13.11
0.000
0.000
Heavy Trucks:
77.24
-25.82
-5.24
-1.20
-13.82
0.000
0.000
unmitigated Noise Levels (witnout Topo and Barrier attenuation)
Leq Peak Hour
Leq Day
Leq Evening
VehicleType
Leq Peak Hour
Leq Day
Leq Evening
Leq Night
Ldn
CNEL
Autos:
48.3
46.4
44.7
38.6
47.2
47.8
Medium Trucks:
42.8
41.2
34.9
33.3
41.8
42.0
Heavy Trucks:
45.0
43.6
34.5
35.8
44.1
44.3
Vehicle Noise:
50.7
49.0
45.5
41.2
49.7
50.1
Mitigated Noise Levels (with Topo and barrier attenuation)
VehicleType
Leq Peak Hour
Leq Day
Leq Evening
Autos:
48.3
46.4
44.7
Medium Trucks:
42.8
41.2
34.9
Heavy Trucks:
45.0
43.6
34.5
Vehicle Noise:
50.7
49.0
45.5
Tuesday, February 4, 2020
100
Leq Night Ldn
38.6
33.3
35.8
CNEL
47.2 47.8
41.8 42.0
44.1 44.3
41.2 49.7 50.1
-D-77-108
HIGHWAY NOISE
PREDICTION•D•
-8.52
Scenario: Third Floor With Wall
Project Name: 2510 PCH
0.000
Road Name: W. Coast
Hwy.
Job Number: 12954
-8.51
Lot No: Residential
Analyst: B. Lawson
0.000
SITE SPECIFIC INPUT DATA
81.16
NOISE MODEL INPUTS
-8.49
Highway Data
0.000
0.000
Site Conditions (Hard = 10, Soft = 15)
Topo and barrier attenuation)
Average Daily Traffic (Adt):
51,000 vehicles
Autos: 15
Leq Peak hFourT
Peak Hour Percentage:
10%
Leq Night Ldn
Medium Trucks (2 Axles): 15
Autos:
Peak Hour Volume:
5,100 vehicles
59.6
Heavy Trucks (3+ Axles): 15
62.2
Vehicle Speed:
40 mph
55.0
53.5
47.1
Vehicle Mix
54.0
Near/Far Lane Distance:
60 feet
55.9
VehicleType Day Evening Night
Daily
Site Data
55.1
55.2
Autos. 77.5% 12.9% 9.6%
Medium Trucks: 84.8% 4.9% 10.3%
97.42%
1.84%
Barrier Height: 0.0 feet
Barrier Type (0 -Wall, 1 -Berm):
0.0
63.5
Heavy Trucks: 86.5% 2.7% 10.8%
0.74%
Centerline Dist. to Barrier:
183.0 feet
Noise Source Elevations (in feet)
VehicleType
Centerline Dist. to Observer:
183.0 feet
Leq Evening
Autos: 0.000
CNEL
Barrier Distance to Observer:
0.0 feet
61.4
Medium Trucks: 2.297
53.6
Observer Height (Above Pad):
23.0 feet
Medium Trucks:
Heavy Trucks: 8.006 Grade Adjustment:
0.0
Pad Elevation:
0.0 feet
54.0
54.3
Heavy Trucks:
Lane Equivalent Distance (in feet)
54.5
Road Elevation: 0.0 feet
Barrier Elevation:
0.0 feet
55.2
Autos: 181.984
64.5
Road Grade:
0.0%
54.9
Medium Trucks: 181.707
64.0
Heavy Trucks: 181.146
FHWA Noise Model Calculations
VehicleType REMEL
Traffic Flow
Distance Finite Road Fresnel Barrier Atten Berm Atten
Autos:
67.36
5.64
-8.52
-1.20 -21.09
0.000
0.000
Medium Trucks:
76.31
-11.60
-8.51
-1.20 -21.38
0.000
0.000
Heavy Trucks:
81.16
-15.56
-8.49
-1.20 -22.07
0.000
0.000
Unmitigated Noise Levels (without
Topo and barrier attenuation)
VehicleType
Leq Peak hFourT
Leq Day
Leq Evening
Leq Night Ldn
CNEL
Autos:
63.3
61.4
59.6
53.6
62.2
62.8
Medium Trucks:
55.0
53.5
47.1
45.6
54.0
54.3
Heavy Trucks:
55.9
54.5
45.5
46.7
55.1
55.2
Vehicle Noise:
64.5
62.7
60.0
54.9
63.5
64.0
Mitigated Noise Levels
(with Topo and barrier attenuation)
VehicleType
Leq Peak Hour
Leq Day
Leq Evening
Leq Night Ldn
CNEL
Autos:
63.3
61.4
59.6
53.6
62.2
62.8
Medium Trucks:
55.0
53.5
47.1
45.6
54.0
54.3
Heavy Trucks:
55.9
54.5
45.5
46.7
55.1
55.2
Vehicle Noise:
64.5
62.7
60.0
54.9
63.5
64.0
Tuesday, February 4, 2020
101
-D-77-108 HIGHWAY NOISE
PREDICTION•D•
-4.63
Scenario: Third Floor With Wall
Project Name: 2510 PCH
0.000
Road Name: Tustin Ave.
Medium Trucks:
Job Number: 12954
-21.87
Lot No: Residential
-1.20 -20.64
Analyst: B. Lawson
0.000
SITE SPECIFIC INPUT DATA
77.24
NOISE MODEL INPUTS
-5.29
Highway Data
0.000
0.000
Site Conditions (Hard = 10, Soft = 15)
Topo and barrier attenuation)
Average Daily Traffic (Adt):
3,000 vehicles
Autos: 15
Leq Peak hFourT
Peak Hour Percentage:
10%
Leq Night Ldn
Medium Trucks (2 Axles): 15
Autos:
Peak Hour Volume:
300 vehicles
44.6
Heavy Trucks (3+ Axles): 15
47.1
Vehicle Speed:
25 mph
42.7
41.2
34.8
Vehicle Mix
41.7
Near/Far Lane Distance:
12 feet
44.9
VehicleType Day Evening Night
Daily
Site Data
44.1
44.2
Autos. 77.5% 12.9% 9.6%
Medium Trucks: 84.8% 4.9% 10.3%
97.42%
1.84%
Barrier Height: 0.0 feet
Barrier Type (0 -Wall, 1 -Berm):
0.0
49.7
Heavy Trucks: 86.5% 2.7% 10.8%
0.74%
Centerline Dist. to Barrier:
110.0 feet
Noise Source Elevations (in feet)
VehicleType
Centerline Dist. to Observer:
110.0 feet
Leq Evening
Autos: 0.000
CNEL
Barrier Distance to Observer:
0.0 feet
46.3
Medium Trucks: 2.297
38.5
Observer Height (Above Pad):
23.0 feet
Medium Trucks:
Heavy Trucks: 8.006 Grade Adjustment:
0.0
Pad Elevation:
0.0 feet
41.7
42.0
Heavy Trucks:
Lane Equivalent Distance (in feet)
43.5
Road Elevation: 0.0 feet
Barrier Elevation:
0.0 feet
44.2
Autos: 112.219
50.7
Road Grade:
0.0%
41.1
Medium Trucks: 111.770
50.1
Heavy Trucks: 110.855
FHWA Noise Model Calculations
VehicleType REMEL
Traffic Flow
Distance Finite Road Fresnel Barrier Atten Berm Atten
Autos:
59.44
-4.63
-5.37
-1.20 -20.18
0.000
0.000
Medium Trucks:
71.09
-21.87
-5.34
-1.20 -20.64
0.000
0.000
Heavy Trucks:
77.24
-25.82
-5.29
-1.20 -21.79
0.000
0.000
Unmitigated Noise Levels (without
Topo and barrier attenuation)
VehicleType
Leq Peak hFourT
Leq Day
Leq Evening
Leq Night Ldn
CNEL
Autos:
48.2
46.3
44.6
38.5
47.1
47.8
Medium Trucks:
42.7
41.2
34.8
33.3
41.7
42.0
Heavy Trucks:
44.9
43.5
34.5
35.7
44.1
44.2
Vehicle Noise:
50.7
49.0
45.4
41.1
49.7
50.1
Mitigated Noise Levels
(with Topo and barrier attenuation)
VehicleType
Leq Peak Hour
Leq Day
Leq Evening
Leq Night Ldn
CNEL
Autos:
48.2
46.3
44.6
38.5
47.1
47.8
Medium Trucks:
42.7
41.2
34.8
33.3
41.7
42.0
Heavy Trucks:
44.9
43.5
34.5
35.7
44.1
44.2
Vehicle Noise:
50.7
49.0
45.4
41.1
49.7
50.1
Tuesday, February 4, 2020
102
12954-09 Noise Study
2510 PCH Mixed -Use Development Noise Impact Analysis
APPENDIX 9.1:
OPERATIONAL NOISE LEVEL CALCULATIONS
103
L'*► URBAN
12954-09 Noise Study
2510 PCH Mixed -Use Development Noise Impact Analysis
This page intentionally left blank
104
L'*► URBAN
12965
CadnaA Noise Prediction Model: 12954 08.cna
Date: 02.06.20
Analyst: B. Lawson
Receiver Noise Levels
Name
M. ID
Result. PWL
Level Lr
Lw/Li
Limit. Value
Land Use
Height
Coordinates
Night
(mph) (ft)
LINESOURCE VEHICLEMOVEMENTS 67.9 60.1 58.80.4
Day
Night
CNEL
Day
Night
Day
Auto Noise Type
Night
X
y
z
y
z
(dBA)
(dBA)
(dBA)
(dBA)
(dBA)
(ft)
(ft)
(ft)
(ft)
RECEIVERS
R1
50.2
46.0
53.1
55.0
50.0
79.0
79.0
5.00 r
6052692.57
2173531.02
27.07
RECEIVERS
R2
46.5
38.4
46.8
55.0
50.0
ACO2
79.0
5.00 r
6052823.27
2173513.99
45.60
RECEIVERS
R3
44.5
32.6
43.4
55.0
50.0
26.07
POINTSOURCE
5.00 r
6052978.80
2173577.89
76.34
RECEIVERS
R4
38.7
31.5
39.5
55.0
50.0
6052709.67
2173441.32
5.00 r
6052777.51
2173302.85
14.00
RECEIVERS
RS
42.1
28.3
40.3
55.0
50.0T
0.0
4.00 r
5.00 r
6052646.37
2173456.79
20.54
Point Source(s)
Name M.
ID
Result. PWL
Value norm. Day Special Night Number
Lw/Li
Operating Time
KO
Height
Coordinates
Night
(mph) (ft)
LINESOURCE VEHICLEMOVEMENTS 67.9 60.1 58.80.4
Day
Evening
Night
Type
Value norm.
Day
Special
Night
40.00
6052819.76
X
y
z
6052821.71
(dBA)
(dBA)
(dBA)
dB(A)
(min)
(min)
(min)
(dB)
(ft)
(ft)
(ft)
(ft)
POINTSOURCE
AC01
79.0
79.0
79.0
Lw
79
675.00
0.00
270.00
0.0
4.00 r
6052714.72
2173447.12
26.07
POINTSOURCE
ACO2
79.0
79.0
79.0
Lw
79
675.00
0.00
270.00
0.0
4.00 r
6052712.10
2173444.25
26.07
POINTSOURCE
AC03
79.0
79.0
79.0
Lw
79
675.00
0.00
270.00
0.0
4.00 r
6052709.67
2173441.32
15.32
POINTSOURCE
AC04
79.0
79.0
79.0
Lw
79
675.00
0.00
270.00
0.0
4.00 r
6052707.29
2173438.69
13.00
POINTSOURCE
AC05
79.0
79.0
79.0
Lw
79
675.00
0.00
270.00
0.0
4.00 r
6052720.83
2173442.43
POINTSOURCE
AC06
79.0
79.0
79.0
Lw
79
675.00
0.00
270.00
0.0
4.00 r
6052718.40
2173439.19
POINTSOURCE
AC07
79.0
79.0
79.0
Lw
79
675.00
0.00
270.00
0.0
4.00 r
6052715.98
2173436.37
POINTSOURCE
ACOS
79.0
79.0
79.0
Lw
79
675.00
0.00
270.00
0.0
4.00 r
6052714.02
2173433.91
q26.O7
POINTSOURCE
AC09
79.0
79.0
79.0
Lw
79
675.00
0.00
270.00
0.0
4.00 g
6052572.62
2173224.40
POINTSOURCE
AC10
79.0
79.0
79.0
Lw
79
675.00
0.00
270.00
0.0
4.00 g
6052581.99
2173217.27
POINTSOURCE
TRASH01
89.0
89.0
89.0
Lw
89
150.00
0.00
45.00
0.0
5.00 r
6052791.67
2173369.96
Line Source(s)
PW L' Lw/Li Operating Time Moving Pt. Src Height
Name M. ID Result. PWLgDayEvening
Day Evening Night
Night Type
Value norm. Day Special Night Number
Speed
(dBA) (dBA) (dBA)A)
(dBA)
dB(A) (min) (min) (min) Day
Evening
Night
(mph) (ft)
LINESOURCE VEHICLEMOVEMENTS 67.9 60.1 58.80.4
39.0 PWL-Pt
68.4 228.0
38.0
28.0
15.0 3
Name Height
Day Evening
Coordinates
Night Type
Value
Begin End
x
y
z
Ground
(ft) I (ft)
(ft)
(ft)
(ft)
(ft)
LINESOURCE 3.00 r
6052771.04
2173380.75
12.00
9.00
40.00
6052819.76
2173435.31
12.00
9.00
6052821.71
2173438.14
12.00
9.00
6052823.16
2173441.26
12.00
9.00
6052824.07
2173444.58
12.00
9.00
6052824.39
2173448.01
12.00
9.00
6052824.13
2173451.44
12.00
9.00
6052823.30
2173454.77
12.00
9.00
6052821.91
2173457.92
12.00
9.00
6052820.00
2173460.78
12.00
9.00
6052817.64
2173463.29
12.00
9.00
6052814.89
2173465.35
12.00
9.00
6052811.831
2173466.92
12.001
9.00
6052808.55
2173467.95
12.00
9.00
6052741.81
2173478.18
12.00
9.00
6052712.101
2173494.75
15.41
12.41
6052631.231
2173539.08
18.54
15.54
Area Source(s)
Name M. ID 1111 sult. PWL Result. PWL" Lw/Li Operating Time
Day Evening
Night DayEvening
Night Type
Value
norm. Day Special Night
(dBA) I (dBA)
(dBA) (dBA)
(dBA) (dBA)
11.19
dB(A) (min) (min) (min)
AREASOURCE DECK 95.8 95.8
95.8 72.1
72.11 72.1 Lw
95.5
900.00 0.001 0.00
Name Height Coordinates
Begin End x y
z
Ground
(ft) (ft) (ft) (ft)
(ft)
(ft)
AREASOURCE 6052518.27 2173213.00
40.00
11.19
6052591.55 2173297.28
40.00
2.46
6052601.33 2173289.14
40.00
2.46
6052563.26 2173222.77
40.00
9.27
6052547.38 2173195.90
40.00
2.46
Barrier(s)
105
Urban Crossroads, Inc.
Name M.
ID
Absorption
Z -Ext. Cantilever Height
Coordinates
Begin x y
z Ground
left
right
horz. vert. Begin End
x
y
z Ground
0 35.00 r 6052593.59 2173310.31
37.46 2.46
(ft) (ft) (ft) (ft) (ft) I
(ft)
(ft)
(ft) (ft)
BARRIERS
HVAC BARRIER
6.001 a 1
6052704.65
2173438.02
6.00 9.00
6052767.04 2173407.01
37.46 4.35
6052755.84 2173394.59
6052714.57
2173449.63
6.00 22.07
6052795.54 2173360.39
37.46 9.00
6052691.11 2173238.65
6052725.97
2173443.20
6.00 35.15
6052614.76 2173305.42
37.46 2.46
6052607.64 2173297.69
6052714.43
2173430.28
6.00 15.13
Buildins(s)
Name M.
ID RB
Residents Absorption Height Coordinates
Begin x y
z Ground
(ft) (ft) (ft)
(ft) (ft)
BUILDING
BUILDING00001 x
0 35.00 r 6052593.59 2173310.31
37.46 2.46
6052704.34 2173438.57
37.46 9.00
6052744.65 2173404.36
37.46 2.46
6052755.23 2173416.78
37.46 6.72
6052767.04 2173407.01
37.46 4.35
6052755.84 2173394.59
37.46 4.88
6052795.54 2173360.39
37.46 9.00
6052691.11 2173238.65
37.46 9.00
6052614.76 2173305.42
37.46 2.46
6052607.64 2173297.69
37.46 2.46
BUILDING
BUILDING00003 x
0 21.00 r 6052557.67 2173423.58
29.60 8.60
6052577.21 2173456.89
29.60 16.60
6052652.02 2173414.65
29.60 15.54
6052676.21 2173441.45
29.60 15.54
6052617.59 2173473.83
29.60 17.57
6052605.31 2173455.96
29.60 9.00
6052582.05 2173467.69
29.60 17.38
6052608.29 2173509.18
29.60 19.09
6052711.19 2173450.38
29.60 10.56
6052644.94 2173373.34
29.60 2.46
BUILDING
BUILDING00004 x
0 21.00 r 6052459.41 2173246.19
36.54 15.54
6052501.63 2173321.99
36.54 10.86
6052515.30 2173324.20
36.54 8.78
6052533.80 2173311.74
36.54 9.75
6052535.21 2173306.51
36.54 10.89
6052544.05 2173301.28
36.54 11.29
6052548.68 2173307.72
36.54 9.41
6052568.38 2173296.66
36.54 6.61
6052566.77 2173293.64
36.54 9.00
6052572.81 2173289.62
36.54 6.30
6052502.43 2173208.39
36.54 12.36
6052464.84 2173228.90
36.54 10.88
BUILDING
BUILDING00005 x
0 29.00 r 6052624.35 2173140.38
38.00 9.00
6052711.73 2173242.37
38.00 9.00
6052737.80 2173218.59
38.00 22.07
6052652.71 2173118.89
38.00 6.10
6052624.64 2173135.22
38.00 6.97
BUILDING
BUILDING00006 x
0 30.00 r 6052654.43 2173119.18
35.73 5.73
6052760.14 2173243.80
35.73 14.82
6052776.76 2173228.90
35.73 2.46
6052703.99 2173143.24
35.73 9.70
6052723.76 2173126.34
35.73 10.26
6052707.43 2173108.29
35.73 10.10
6052688.24 2173123.19
35.73 9.88
6052673.34 2173108.86
35.73 2.46
BUILDING
BUILDING00007 x
0 30.00 r 6052766.16 2173251.25
46.74 16.74
6052837.21 2173333.47
46.74 22.07
6052840.36 2173331.18
46.74 22.07
6052850.67 2173342.64
46.74 20.78
6052863.85 2173331.18
46.74 9.00
6052783.64 2173237.21
46.74 2.46
BUILDING
BUILDING00002 x
0 22.00 r 6052508.69 2173212.28
35.06 13.06
6052585.99 2173302.79
35.06 2.46
6052612.52 2173279.77
35.06 2.46
6052613.541 2173281.40
35.06 2.46
6052657.111 2173243.33
35.06 2.46
6052588.701 2173166.17
35.06 2.46
Urban Crossroads, Inc. 106
12954-09 Noise Study
2510 PCH Mixed -Use Development Noise Impact Analysis
APPENDIX 10.1:
CONSTRUCTION NOISE LEVEL CALCULATIONS
107
L'*► URBAN
12954-09 Noise Study
2510 PCH Mixed -Use Development Noise Impact Analysis
This page intentionally left blank
108
L'*► URBAN
12965
CadnaA Noise Prediction Model: 12954_08 Construction. cna
Date: 02.06.20
Analyst: B. Lawson
Receiver Noise Levels
Name
M. ID
Day Evening Night Day
Level Lr
Day Special Night
Limit. Value
Land Use
Height
Coordinates
65.21 65.2 Lw" 65.2
8.00 r
6052609.14 2173141.31 10.46 2.46
Day
Night
CNEL
Day
Night
CNEL
Type Auto Noise Type
2173441.45 29.60 15.54
X
Y
z
6052795.85 2173460.93 17.00 9.00
6052605.31
(dBA)
(dBA)
(dBA)
(dBA)
(dBA)
(dBA)
2173509.18 29.60 19.09
(ft)
(ft)
(ft)
(ft)
RECEIVERS
R1
50.7
50.7
57.3
80.0
0.0
0.0
5.00 r
6052692.57
2173531.02
27.07
RECEIVERS
R2
56.7
56.7
63.4
80.0
0.0
0.0
6052548.68
5.00 r
6052823.27
2173513.99
45.60
RECEIVERS
R3
51.3
51.3
58.0
80.0
0.0
0.0
2173208.39 36.54 12.36
5.00 r
6052978.80
2173577.89
76.34
RECEIVERS
R4
63.6
63.6
70.2
80.0
0.0
0.0
5.00 r
6052777.51
2173302.85
14.00
RECEIVERS
RS
41.8
41.8
48.5
80.0
0.0
0.0
6052776.76
5.00 r
6052646.80
2173457.34
20.54
Area Source(s)
Name M. ID Result. P Result. PWL" Lw/Li
Operating Time
Day Evening Night Day
Evening Night Type Value norm.
Day Special Night
(dBA) I (dBA) (dBA) I (dBA)
(dBA) I (dBA) dB(A)
(min) (min)
SITEBOUNDARY SITEBOUNDARY00001 101.51 101.5 101.51 65.21
65.21 65.2 Lw" 65.2
8.00 r
Name
Height
Coordinates
Begin x
Begin End
x Y z Ground
(ft) (ft)
(ft) (ft)
(ft) (ft) (ft) (ft)
SITEBOUNDARY
8.00 r
6052609.14 2173141.31 10.46 2.46
6052577.21
2173456.89 29.60 16.60
6052500.82 2173203.63 13.06 5.06
6052652.02
2173414.65 29.60 15.54
6052712.46 2173450.81 23.54 15.54
6052676.21
2173441.45 29.60 15.54
6052762.86 2173422.42 15.31 7.31
6052617.59
2173473.83 29.60 17.57
6052795.85 2173460.93 17.00 9.00
6052605.31
2173455.96 29.60 9.00
6052848.58 2173430.68 17.00 9.00
6052582.05
2173467.69 29.60 17.38
6052792.32 2173365.11 17.00 9.00
6052608.29
2173509.18 29.60 19.09
6052798.20 2173361.73 17.00 9.00
6052711.19
2173450.38 29.60 10.56
6052726.59 2173278.23 17.00 9.00
Building(s)
Name M. ID RB
Residents Absorption Height Coordinates
Begin x
Y z Ground
(ft) (ft)
(ft) (ft) (ft)
BUILDING BUILDING00003 x
0 21.00 r 6052557.67
2173423.58 29.60 8.60
6052577.21
2173456.89 29.60 16.60
6052652.02
2173414.65 29.60 15.54
6052676.21
2173441.45 29.60 15.54
6052617.59
2173473.83 29.60 17.57
6052605.31
2173455.96 29.60 9.00
6052582.05
2173467.69 29.60 17.38
6052608.29
2173509.18 29.60 19.09
6052711.19
2173450.38 29.60 10.56
6052644.94
2173373.34 29.60 2.46
BUILDING BUILDING00004 x
0 21.00 r 6052459.41
2173246.19 36.54 15.54
6052501.63
2173321.99 36.54 10.86
6052515.30
2173324.20 36.54 8.78
6052533.80
2173311.74 36.54 9.75
6052535.21
2173306.51 36.54 10.89
6052544.05
2173301.28 36.54 11.29
6052548.68
2173307.72 36.54 9.41
6052568.38
2173296.66 36.54 6.61
6052566.77
2173293.64 36.54 9.00
6052572.81
2173289.62 36.54 6.30
6052502.43
2173208.39 36.54 12.36
6052464.84
2173228.90 36.54 10.88
BUILDING BUILDING00005 x
0 29.00 r 6052624.35
2173140.38 38.00 9.00
6052711.73
2173242.37 38.00 9.00
6052737.80
2173218.59 38.00 22.07
6052652.71
2173118.89 38.00 6.10
6052624.64
2173135.22 38.00 6.97
BUILDING BUILDING00006 x
0 30.00 r 6052654.43
2173119.18 35.73 5.73
6052760.14
2173243.80 35.73 14.82
6052776.76
2173228.90 35.73 2.46
6052703.99
2173143.24 35.73 9.70
6052723.76
2173126.34 35.73 10.26
6052707.43
2173108.29 35.73 10.10
6052688.24
2173123.19 35.73 9.88
6052673.34
2173108.86 35.73 2.46
BUILDING BUILDING00007 x
0 30.00 r 6052766.16
2173251.25 46.74 16.74
6052837.21
2173333.47 46.74 22.07
6052840.36
2173331.18 46.74 22.07
6052850.67
2173342.64 46.74 20.78
Urban Crossroads, Inc. 109
Name
M.
ID RB
Residents Absorption Height
Coordinates
Begin
x
y
z Ground
(ft)
(ft)
(ft)
(ft) I (ft)
6052863.85
2173331.18
46.741 9.00
6052783.64
2173237.21
46.741 2.46
Urban Crossroads, Inc. 110
EXHIBIT "E"
AIR QUALITY & GREENHOUSE GAS ASSESSMENT
OURBAM
CROSSROADS
June 10, 2020
Mr. Mark Moshayedi
Space Investment Partners
17475 Gillette Ave,
Irvine, CA 92614
260 E. Baker St. I Suite 200 1 Costa Mesa, CA 92626 1 (949) 660-1994
SUBJECT: 2510 WEST COAST HIGHWAY MIXED-USE DEVELOPMENT AIR QUALITY AND GREENHOUSE
GAS ASSESSMENT
Dear Mr. Mark Moshayedi:
Urban Crossroads, Inc. is pleased to submit this Air Quality and greenhouse gas assessment to Space
Investment Partners (Client) for the proposed 2510 West Coast Highway Mixed -Use Development
(Project). The Project site is in the mariner's mile near the intersection of West Coast Highway and Tustin
Avenue in the City of Newport Beach, as shown on Exhibit 1-A.
EXECUTIVE SUMMARY
SUMMARY OF FINDINGS
Results of the Memo indicate the construction of the Project would result in less than significant impacts
associated with air quality emissions.
TABLE 1: SUMMARY OF CEQA SIGNIFICANCE FINDINGS
Analysis
Significance Findings
Unmitigated
Mitigated
Construction Emissions
Less Than Significant
n/a
Operational Emissions
Less Than Significant
n/a
Localized Emissions
Less Than Significant
n/a
CO "Hot Spot" Analysis
Less Than Significant
n/a
Air Quality Management Plan
Less Than Significant
n/a
Mr. Mark Moshayedi
Space Investment Partners
June 10, 2020
Page 2
Sensitive Receptors
Less Than Significant
n/a
Odors
Less Than Significant
n/a
Cumulative Impacts
Less Than Significant
n/a
Greenhouse Gas Emissions
Less Than Significant
n/a
PROJECT DESCRIPTION
The Project is proposed to consist of a mix of residential, boutique automotive showroom, and office use
as shown on Exhibit 1-B. The Project will be developed on three levels as described below:
Level 1: Boutique Auto Showroom with 8,741 gross square feet of use with 750 square feet of
office use, 291 square feet of stair egress, and an additional 1,484 square feet of
mezzanine office use.
Level 2: Multi -family residential with 18 dwelling units.
Level 3: Multi -family residential with 17 dwelling units.
The combined mixed-use project will provide a total of 35 multi -family residential dwelling units with
11,266 gross square feet of non-residential uses (boutique auto showroom and office use). The
discrepancy between the project area square feet of 11,266 and the 10,975 as noted in the traffic report
is due to the 291 square feet of stair egress included in this report. The stair egress will not cause any
AQ or GHG impacts.
STANDARD REGULATORY REQUIREMENTS/BEST AVAILABLE CONTROL MEASURES (BACMS)
South Coast Air Quality Management District (SCAQMD) Rules that are currently applicable during
construction activity for this Project include but are not limited to Rule 403 (Fugitive Dust) (1), Rule 1113
(Architectural Coatings) (2), Rule 445 (Wood Burning Devices). Implementation of these rules are
required pursuant to existing law and therefore is considered part of the Project.
BACM AQ -1
All applicable measures included in Rule 403, shall be incorporated into Project plans and specifications
as implementation of Rule 403, which include but are not limited to (1):
• All clearing, grading, earth -moving, or excavation activities shall cease when winds exceed 25 mph
per SCAQMD guidelines in order to limit fugitive dust emissions. The contractor shall ensure that
traffic speeds on unpaved roads and Project site areas are limited to 15 miles per hour or less.
Mr. Mark Moshayedi
Space Investment Partners
June 10, 2020
Page 3
EXHIBIT A: LOCATION MAP
De
CLIFF pft
X.
l
SITE. ;
r
svrnlnig / ,
Basin
Sources; Esri, HERE, Garmin, Intermup,
increment P Corp., GESC0 USGS, FAO, NPS,
NRCAN, Geo Base, IGN, Kadaster Nt, Ordnance
Survey, EsHfopan, METI, Esd China (Hong Kong),
(c) OpenSrreetMap cantrlhatars, and the GIS
LEGEND:
C1Site Boundary
Mr. Mark Moshayedi
Space Investment Partners
June 10, 2020
Page 4
EXHIBIT B: SITE PLAN
� oFwssrconsr
wcyytiaY
Mr. Mark Moshayedi
Space Investment Partners
June 10, 2020
Page 5
• The contractor shall ensure that all disturbed unpaved roads and disturbed areas within the
Project are watered at least three (3) times daily during dry weather. Watering, with complete
coverage of disturbed areas, shall occur at least three times a day, preferably in the mid-morning,
afternoon, and after work is done for the day.
BACM AQ -2
The following measures shall be incorporated into Project plans and specifications as implementation of
SCAQMD Rule 1113 (2):
• Only "Low -Volatile Organic Compounds (VOC)" paints (no more than 50 gram/liter of VOC)
consistent with SCAQMD Rule 1113 shall be used.
BACM AQ -3
The following measures shall be incorporated into Project plans and specifications as implementation of
SCAQMD Rule 445 (3):
• Rule 445 prohibits the use of wood burning stoves and fireplaces in new developments.
CONSTRUCTION -SOURCE MITIGATION MEASURES
As shown in the analysis below, the Project would not result in an exceedance of any localized or regional
construction -source or operational -source emissions thresholds. As such, the Project would not result in
any significant impacts and no mitigation measures are required.
CALIFORNIA EMISSIONS ESTIMATOR MODELTm EMPLOYED TO ESTIMATE AQ EMISSIONS
On October 17, 2017, the SCAQMD in conjunction with the California Air Pollution Control Officers Association
(CAPCOA) and other California air districts, released the latest version of the California Emissions Estimator
ModelT"" (CaIEEMod) v2016.3.2. The purpose of this model is to more accurately calculate construction -source and
operational -source criteria pollutant (Nitrogen Oxides (NOx), VOC, Particulate Matter less than 10 microns (PM1o),
Particulate Matter less than 2.5 microns (PM2.$), Sulfur Oxides (SOx), and Carbon Monoxide (CO)) and GHG
emissions from direct and indirect sources; and quantify applicable air quality and GHG reductions achieved from
mitigation measures. Accordingly, the latest version of CaIEEMod has been used for this Project to determine
construction impacts related to the Project. Modeling outputs are provided in Attachments A.
AIR QUALITY
REGIONAL EMISSIONS
CONSTRUCTION
The estimated number of days of construction are shown on Table 2. Equipment employed for Project
construction activities are based on CaIEEMod defaults, as shown on Table 3. The Project construction fleet
may vary due to specific Project needs at any given time.
Mr. Mark Moshayedi
Space Investment Partners
June 10, 2020
Page 6
TABLE 2: CONSTRUCTION DURATION
Phase Name
Days
Demolition
10
Site Preparation
1
Grading
2
Building Construction
230
Paving
5
Architectural Coating
5
TABLE 3: CONSTRUCTION EQUIPMENT
Activity
Equipment
Amount
Hours Per Day
Demolition
Concrete Industrial Saw
1
8
Rubber Tired Dozer
1
1
Tractor/Loader/Backhoe
2
6
Site Preparation
Grader
1
8
Tractor/Loader/Backhoe
1
8
Grading
Grader
1
8
Rubber Tired Dozer
1
1
Tractor/Loader/Backhoe
2
6
Building Construction
Crane
1
4
Forklift
2
6
Tractor/Loader/Backhoe
2
8
Paving
Cement and Mortar Mixers
4
6
Pavers
1
7
Rollers
1
7
Tractor/Loader/Backhoe
1
7
Architectural Coating
Air Compressors
1
6
Mr. Mark Moshayedi
Space Investment Partners
June 10, 2020
Page 7
DEMOLITION
The Project is anticipated to demolish existing uses on-site. Based on a review of aerial imagery, it is
conservatively estimated that up to 10,000 square feet of building space/related debris could be demolished
and removed from the site.
GRADING ACTIVITIES
The Project is anticipated to include soil import as a part of Project grading activities (to accommodate the
subterranean parking structure proposed). The Project is expected require 310 cubic yards of soil import.
For purposes of analysis, the 310 cubic yards of import along with a model default hauling trip length of 20
miles has been utilized.
REGIONAL CONSTRUCTION EMISSIONS SUMMARY
IMPACTS WITHOUT MITIGATION
The estimated maximum daily construction emissions without mitigation are summarized on Table 4.
Detailed construction model outputs are presented in Attachment A. Under the assumed construction
modeling scenario discussed above, emissions resulting from the Project construction would not exceed
criteria pollutant thresholds established by the SCAQMD for emissions of any criteria pollutant, and
accordingly will not result in a cumulatively considerable net increase of any criteria pollutant for which the
project region is non -attainment under an applicable federal or state ambient air quality standard.. Thus, a
less than significant impact would occur for regional Project -related construction -source emissions and no
mitigation is required.
TABLE 4: PROJECT CONSTRUCTION EMISSIONS AND REGIONAL THRESHOLDS (WITHOUT MITIGATION)
Phase
Emissions (lbs/day)
VOC
NOx
CO
Sox
PM10
PM2.5
2020
1.01
17.08
8.50
0.03
1.65
0.89
2021
64.06
8.62
8.30
0.02
0.81
0.51
Maximum Daily Emissions
64.06
17.08
8.50
0.03
1.65
0.89
SCAQMD Regional Threshold
75
100
550
150
150
55
Threshold Exceeded?
NO
NO
NO
NO
NO
NO
lbs/day = Pounds Per Day
OPERATIONS
Operational activities associated with the Project would result in emissions of CO, VOCs, NOx, SOx, PM1o,
and PM2.5. Operational related emissions are expected from the following primary sources: area source
emissions, energy source emissions, mobile source emissions, and on-site equipment emissions.
Mr. Mark Moshayedi
Space Investment Partners
June 10, 2020
Page 8
AREA SOURCE EMISSIONS
Architectural Coatings — Over a period of time, the buildings that are part of this Project will be subject
to emissions resulting from the evaporation of solvents contained in paints, varnishes, primers, and
other surface coatings as part of Project maintenance. The emissions associated with architectural
coatings were calculated using CaIEEMod.
Consumer Products — Consumer products include, but are not limited to detergents, cleaning
compounds, polishes, personal care products, and lawn and garden products. Many of these products
contain organic compounds which when released in the atmosphere can react to form ozone and other
photochemically reactive pollutants. The emissions associated with use of consumer products were
calculated based on defaults provided within CaIEEMod.
Landscape Maintenance Equipment — Landscape maintenance equipment would generate emissions
from fuel combustion and evaporation of unburned fuel. Equipment in this category would include
lawnmowers, shedders/grinders, blowers, trimmers, chain saws, and hedge trimmers used to maintain
the landscaping of the Project. The emissions associated with landscape maintenance equipment were
calculated based on assumptions provided in CaIEEMod.
ENERGY SOURCE EMISSIONS
Combustion Emissions Associated with Natural Gas and Electricity — Electricity and natural gas are used
by almost every project. Criteria pollutant emissions are emitted through the generation of electricity
and consumption of natural gas. However, because electrical generating facilities for the Project area
are located either outside the region (state) or offset through the use of pollution credits (RECLAIM) for
generation within the SCAB, criteria pollutant emissions from offsite generation of electricity is generally
excluded from the evaluation of significance and only natural gas use is considered. The emissions
associated with natural gas use were calculated using CalEEMod.
MOBILE SOURCE EMISSIONS
Project mobile source air quality emissions are primarily dependent on overall daily vehicle trip
generation. The Project related operational air quality impacts derive primarily from vehicle trips
generated by the Project. Project trips are based upon the 2510 W. Coast Hwy Mixed Use Development
preliminary trip generation estimates provided by the City and relied on in UC's noise analysis.
REGIONAL OPERATIONAL EMISSIONS SUMMARY
IMPACTS WITHOUT MITIGATION
Table 4 summarizes the Project's daily regional emissions from on-going operations. Detailed
operational model outputs are presented in Attachment A. During operational activity, the Project will
not exceed any of the thresholds of significance, and accordingly will not result in a cumulatively
considerable net increase of any criteria pollutant for which the Project region is non -attainment under
Mr. Mark Moshayedi
Space Investment Partners
June 10, 2020
Page 9
an applicable federal or state ambient air quality standard. Thus, a less than significant impact would
occur for regional Project -related operation -sources emissions, and no mitigation is required.
TABLE 5: PROJECT OPERATIONAL EMISSIONS AND REGIONAL THRESHOLDS - WITHOUT MITIGATION
Operational Activities
Emissions (lbs/day)
VOC
NOx
CO
Sox
PM10
PM2.5
Summer Scenario
Area Source
10.25
0.76
20.69
0.05
2.69
2.69
Energy Source
0.02
0.17
0.08
0.00
0.01
0.01
Mobile
1.41
2.91
12.18
0.03
3.27
0.90
Total Maximum Daily Emissions
11.67
1 3.84
1 32.95
0.08
1 5.98
3.60
SCAQMD Regional Threshold
55
55
550
150
150
55
Threshold Exceeded?
NO
NO
NO
NO
NO
NO
Winter Scenario
Area Source
10.25
0.76
20.69
0.05
2.69
2.69
Energy Source
0.02
0.17
0.08
0.00
0.01
0.01
Mobile
1.47
3.02
11.85
0.03
3.27
0.90
Total Maximum Daily Emissions
11.74
1 3.94
1 32.63
0.08
1 5.98
3.60
SCAQMD Regional Threshold
55
55
550
150
150
55
Threshold Exceeded?
NO
NO
NO
NO
NO
NO
LOCALIZED EMISSIONS
The analysis makes use of methodology included in the SCAQMD Final Localized Significance Threshold
Methodology (LST Methodology) (4). The SCAQMD has established that impacts to air quality are significant
if there is a potential to contribute or cause localized exceedances of the federal and/or state ambient air
quality standards (NAAQS/CAAQS). Collectively, these are referred to as Localized Significance Thresholds
(LSTs). The SCAQMD established LSTs in response to the SCAQMD Governing Board's Environmental Justice
Initiative 1-41. LSTs represent the maximum emissions from a project that will not cause or contribute to an
exceedance of the most stringent applicable federal or state ambient air quality standard at the nearest
residence or sensitive receptor. The SCAQMD states that lead agencies can use the LSTs as another indicator
of significance in its air quality impact analyses.
'The purpose of SCAQMD's Environmental Justice program is to ensure that everyone has the right to equal protection from air pollution and fair
access to the decision-making process that works to improve the quality of air within their communities. Further, the SCAQMD defines Environmental
Justice as "...equitable environmental policymaking and enforcement to protect the health of all residents, regardless of age, culture, ethnicity, gender,
race, socioeconomic status, or geographic location, from the health effects of air pollution."
Mr. Mark Moshayedi
Space Investment Partners
June 10, 2020
Page 10
Sensitive Receptors
Receptor locations are off-site locations where individuals may be exposed to emissions from Project activities.
This Memorandum analyzes localized construction emissions impacts at the nearest sensitive receptors.
Some people are especially sensitive to air pollution and are given special consideration when evaluating air
quality impacts from projects. These groups of people include children, the elderly, individuals with pre-existing
respiratory or cardiovascular illness, and athletes and others who engage in frequent exercise. Structures that
house these persons or places where they gather to exercise are defined as "sensitive receptors"; they are also
known to be locations where an individual can remain for 24 hours.
Sensitive receptors in the Project study area include existing residential homes, commercial, and educational
uses. To assess the potential for localized impacts, the following sensitive receptor locations as shown on
Exhibit C were identified as representative locations for analysis.
R1: Located approximately 83 feet north of the Project site, R1 represents an existing single-family residential
home located at 204 Tustin Avenue.
R2: Location R2 represents the location 60 feet north of the Site roughly 47 feet above the pad elevation of the
Project at 124 Tustin Avenue.
R3: Located approximately 197 feet north of the Project site, R3 represents the Newport Theatre Arts Center.
R4: Location R4 represents the existing outdoor play area for the nearby Bright Horizons daycare facility 2500
West Coast Highway located approximately 23 feet east of the Project site boundary.
R5: Located approximately 55 feet west of the Project site, R5 represents the existing commercial retail uses
that share a common courtyard area at 124 Tustin Avenue.
The SCAQMD recommends that the nearest sensitive receptor be considered when determining the Project's
potential to cause an individual and cumulatively significant impact. As such, the nearest sensitive receptor for
evaluation is located at R4, the existing outdoor play area for the nearby Bright Horizons daycare facility located
approximately 25 feet/7.6 meters east of the Project site. The LST Methodology explicitly states that "Itis possible
that a project may have receptors closer than 25 meters. Projects with boundaries located closer than 25 meters
to the nearest receptor should use the LSTs for receptors located at 25 meters (4)." As the daycare facility is located
less than 25 -meters from the Project site, the 25 -meter receptor distance will be used for evaluation of localized
impacts consistent with SCAQMD's recommendations.
LOCALIZED CONSTRUCTION EMISSIONS SUMMARY
IMPACTS WITHOUT MITIGATION
Table 6 identifies the localized impacts at the nearest receptor location in the vicinity of the Project. Outputs from
the model runs for construction LSTs are provided in Attachment A. Under the assumed construction modeling
scenario (as previously discussed), emissions resulting from the Project construction will not exceed the numerical
thresholds of significance established by the SCQMD for any criteria pollutant, accordingly the Project's
construction will not expose sensitive receptors to substantial pollutant concentrations. Thus, a less than
significant impact related to sensitive receptors exposure to pollutants concentrations from Project construction
would occur and no mitigation is required.
Mr. Mark Moshayedi
Space Investment Partners
June 10, 2020
Page 11
TABLE 6: LOCALIZED SIGNIFICANCE SUMMARY OF CONSTRUCTION WITHOUT MITIGATION)
Maximum On -Site Construction Emissions
Emissions (lbs/day)
NOx
CO
PMio
PMz.s
Demolition
Maximum Daily Emissions
7.87
7.62
1.45
0.59
SCAQMD Localized Threshold
92
647
4
3
Threshold Exceeded?
NO
NO
NO
NO
Site Preparation
Maximum Daily Emissions
8.43
4.09
0.87
0.37
SCAQMD Localized Threshold
92
647
4
3
Threshold Exceeded?
NO
NO
NO
NO
Grading
Maximum Daily Emissions
7.87
7.62
1.22
0.86
SCAQMD Localized Threshold
92
647
4
3
Threshold Exceeded?
NO
NO
NO
NO
Building Construction
Maximum Daily Emissions
8.85
7.39
0.52
0.48
SCAQMD Localized Threshold
92
647
4
3
Threshold Exceeded?
NO
NO
NO
NO
Paving
Maximum Daily Emissions
6.72
7.09
0.35
0.33
SCAQMD Localized Threshold
92
647
4
3
Threshold Exceeded?
NO
NO
NO
NO
Architectural Coating
Maximum Daily Emissions
1.53
1.82
0.09
0.09
SCAQMD Localized Threshold
92
647
4
3
Threshold Exceeded?
NO
NO
NO
NO
Mr. Mark Moshayedi
Space Investment Partners
June 10, 2020
Page 12
r�;
EXHIBIT C: RECEPTOR LOCATIONS
LEGEND.
Site Boundary
Receptor Locations
Distance from receivertc, project site boundary (in feet)
� I - —
Mr. Mark Moshayedi
Space Investment Partners
June 10, 2020
Page 13
CO "HOTSPOT" ANALYSIS
As discussed below, the Project would not result in potentially adverse CO concentrations or "hot
spots." Further, detailed modeling of Project -specific CO "hot spots" is not needed to reach this
conclusion. An adverse CO concentration, known as a "hot spot", would occur if an exceedance
of the state one-hour standard of 20 ppm or the eight-hour standard of 9 ppm were to occur. At
the time of the SCAQMD's CEQA Air Quality Handbook (1993) (1993 CEQA Handbook), the SCAB
was designated nonattainment under the CAAQS and NAAQS for CO (5).
It has long been recognized that CO hotspots are caused by vehicular emissions, primarily when idling at
congested intersections. In response, vehicle emissions standards have become increasingly stringent in
the last twenty years. Currently, the allowable CO emissions standard in California is a maximum of 3.4
grams/mile for passenger cars (there are requirements for certain vehicles that are more stringent). With
the turnover of older vehicles, introduction of cleaner fuels, and implementation of increasingly
sophisticated and efficient emissions control technologies, CO concentration in the SCAB is now
designated as attainment.
To establish a more accurate record of baseline CO concentrations affecting the SCAB, a CO "hot
spot" analysis was conducted in 2003 for four busy intersections in Los Angeles at the peak
morning and afternoon time periods. This "hot spot" analysis did not predict any violation of CO
standards, as shown on Table 3-14.
TABLE 7: CO MODEL RESULTS
Intersection Location
CO Concentrations (ppm)
Morning 1 -hour
Afternoon 1 -hour
8 -hour
Wilshire Boulevard/Veteran Avenue
4.6
3.5
3.7
Sunset Boulevard/Highland Avenue
4
4.5
3.5
La Cienega Boulevard/Century Boulevard
3.7
3.1
5.2
Long Beach Boulevard/Imperial Highway
3
3.1
8.4
Source: 2003 AQMP, Appendix V: Modeling and Attainment Demonstrations
Notes: Federal 1 -hour standard is 35 ppm and the deferral 8 -hour standard is 9.0 ppm.
Based on the SCAQMD's 2003 Air Quality Management Plan (2003 AQMP) and the 1992 Federal
Attainment Plan for Carbon Monoxide (1992 CO Plan), peak CO concentrations in the SCAB were
a result of unusual meteorological and topographical conditions and not a result of traffic
volumes and congestion at a particular intersection. As evidence of this, for example, 9.3 ppm 8 -
hour CO concentration measured at the Long Beach Boulevard and Imperial Highway intersection
(highest CO generating intersection within the "hot spot" analysis), only 0.7 ppm was attributable
to the traffic volumes and congestion at this intersection; the remaining 8.6 ppm were due to the
ambient air measurements at the time the 2003 AQMP was prepared (6). In contrast, the ambient
8 -hour CO concentration within the Project study area is estimated at 1.4 ppm -1.6 ppm.
Therefore, even if the traffic volumes for the Project were double or even triple of the traffic
volumes generated at the Long Beach Boulevard and Imperial Highway intersection, coupled with
Mr. Mark Moshayedi
Space Investment Partners
June 10, 2020
Page 14
the on-going improvements in ambient air quality, the Project would not be capable of resulting
in a CO "hot spot" at any study area intersections.
Similar considerations are also employed by other Air Districts when evaluating potential CO
concentration impacts. More specifically, the Bay Area Air Quality Management District
(BAAQMD) concludes that under existing and future vehicle emission rates, a given project would
have to increase traffic volumes at a single intersection by more than 44,000 vehicles per hour
(vph)—or 24,000 vph where vertical and/or horizontal air does not mix—in order to generate a
significant CO impact (7). Traffic volumes generating the CO concentrations for the "hot spot"
analysis is shown on Table 3-15. The busiest intersection evaluated was that at Wilshire Blvd and
Veteran Ave., which has a daily traffic volume of approximately 100,000 vph and AM/PM traffic
volumes of 8,062 vph and 7,719 vph respectively (8). The 2003 AQMP estimated that the 1 -hour
concentration for this intersection was 4.6 ppm; this indicates that, should the daily traffic
volume increase four times to 400,000 vehicles per day, CO concentrations (4.6 ppm x 4= 18.4
ppm) would still not likely exceed the most stringent 1 -hour CO standard (20.0 ppm)2. At buildout
of the Project, the highest daily traffic volumes generated at the roadways within the vicinity of
the Project are expected to generate less than the highest daily traffic volumes generated at the
busiest intersection in the CO "hot spot" analysis. As such, the Project would not likely exceed
the most stringent 1 -hour CO standard.
The proposed Project considered herein would not produce the volume of traffic required to
generate a CO "hot spot" either in the context of the 2003 Los Angeles hot spot study or based
on representative BAAQMD CO threshold considerations. Therefore, CO "hot spots" are not an
environmental impact of concern for the proposed Project. Localized air quality impacts related
to mobile -source emissions would therefore be less than significant.
TABLE 8: TRAFFIC VOLUMES
Intersection Location
Peak Traffic Volumes (vph)
Eastbound
(AM/PM)
Westbound
(AM/PM)
Southbound
(AM/PM)
Northbound
(AM/PM)
Total
(AM/PM)
Wilshire Boulevard/Veteran Avenue
4,954/2,069
1,830/3,317
721/1,400
560/933
8,062/7,719
Sunset Boulevard/Highland Avenue
1,417/1,764
1,342/1,540
2,304/1,832
1,551/2,238
6,614/5,374
La Cienega Boulevard/Century Boulevard
2,540/2,243
1,890/2,728
1,384/2,029
821/1,674
6,634/8,674
Long Beach Boulevard/Imperial Highway
1,217/2,020
1,760/1,400
479/944
756/1,150
4,212/5,514
Source: 2003 AQMP
2 Based on the ratio of the CO standard (20.0 ppm) and the modeled value (4.6 ppm)
Mr. Mark Moshayedi
Space Investment Partners
June 10, 2020
Page 15
AIR QUALITY MANAGEMENT PLANNING
The Project site is located within the SCAB, which is characterized by relatively poor air quality. The
SCAQMD has jurisdiction over an approximately 10,743 square -mile area consisting of the four -county
Basin and the Los Angeles County and Riverside County portions of what use to be referred to as the
Southeast Desert Air Basin. In these areas, the SCAQMD is principally responsible for air pollution
control, and works directly with the SCAG, county transportation commissions, local governments, as
well as state and federal agencies to reduce emissions from stationary, mobile, and indirect sources to
meet state and federal ambient air quality standards.
Currently, these state and federal air quality standards are exceeded in most parts of the SCAB. In
response, the SCAQMD has adopted a series of AQMPs to meet the state and federal ambient air quality
standards. AQMPs are updated regularly in order to more effectively reduce emissions, accommodate
growth, and to minimize any negative fiscal impacts of air pollution control on the economy.
In March 2017, the SCAQMD released the 2016 AQMP. The 2016 AQMP continues to evaluate current
integrated strategies and control measures to meet the NAAQS, as well as, explore new and innovative
methods to reach its goals. Some of these approaches include utilizing incentive programs, recognizing
existing co -benefit programs from other sectors, and developing a strategy with fair -share reductions at
the federal, state, and local levels (9). Similar to the 2012 AQMP, the 2016AQMP incorporates scientific
and technological information and planning assumptions, including the 2016-2040 RTP/SCS, a planning
document that supports the integration of land use and transportation to help the region meet the CAA
requirements (10). The Project's consistency with the AQMP will be determined using the 2016 AQMP
as discussed below.
Criteria for determining consistency with the AQMP are defined in Chapter 12, Section 12.2 and Section
12.3 of the 1993 CEQA Handbook (11). These indicators are discussed below:
CONSISTENCY CRITERION No. 1
The proposed Project will not result in an increase in the frequency or severity of existing air quality
violations or cause or contribute to new violations or delay the timely attainment of air quality
standards or the interim emissions reductions specified in the AQMP.
The violations that Consistency Criterion No. 1 refers to are the CAAQS and NAAQS. CAAQS and NAAQS
violations would occur if regional or localized significance thresholds were exceeded.
Construction Impacts — Consistency Criterion 1
Consistency Criterion No. 1 refers to violations of the CAAQS and NAAQS. CAAQS and NAAQS violations
would occur if LSTs or regional significance thresholds were exceeded. As evaluated, after
implementation of MM AQ -1, the Project's regional and localized construction -source emissions would
not exceed applicable regional significance threshold and LST thresholds. As such, a less than significant
impact is expected.
Mr. Mark Moshayedi
Space Investment Partners
June 10, 2020
Page 16
Operational Impacts — Consistency Criterion 1
Consistency Criterion No. 1 refers to violations of the CAAQS and NAAQS. CAAQS and NAAQS violations
would occur if LSTs or regional significance thresholds were exceeded. As evaluated, the Project's
regional and localized operational -source emissions would not exceed applicable regional significance
threshold and LST thresholds. As such, a less than significant impact is expected.
On the basis of the preceding discussion, the Project is determined to be consistent with the first
criterion.
CONSISTENCY CRITERION No. 2
The Project will not exceed the assumptions in the AQMP based on the years of Project build -out phase.
The 2016 AQMP demonstrates that the applicable ambient air quality standards can be achieved within
the timeframes required under federal law. Growth projections from local land use plans adopted by
cities in the district are provided to the SCAG, which develops regional growth forecasts, which are then
used to develop future air quality forecasts for the AQMP. Development consistent with the growth
projections in City of Newport Beach Coastal Land Use Plan (12) is considered to be consistent with the
AQMP.
Construction Impacts — Consistency Criterion 2
Peak day emissions generated by construction activities are largely independent of land use assignments,
but rather are a function of development scope and maximum area of disturbance. Irrespective of the
site's land use designation, development of the site to its maximum potential would likely occur, with
disturbance of the entire site occurring during construction activities.
Operational Impacts — Consistency Criterion 2
The existing land use designation within the Coastal Land Use Plan is Mixed Use Horizontal. As previously
stated, the proposed Project consists of 35 multi -family residential dwelling units with 10,975 gross
square feet of non-residential uses (boutique auto showroom and office use).
The uses proposed by the Project are consistent with the City's land use designation. Additionally, the
Project's construction and operational -source air pollutant emissions would not exceed the regional or
localized significance thresholds.
On the basis of the preceding discussion, the Project is determined to be consistent with the second
criterion.
AQMP CONSISTENCY CONCLUSION
The Project would not result in or cause NAAQS or CAAQS violations. The proposed Project is consistent
with the land use and growth intensities reflected in the adopted Coastal Land Use Plan (12).
Mr. Mark Moshayedi
Space Investment Partners
June 10, 2020
Page 17
Furthermore, the Project would not exceed any applicable regional or local thresholds. As such, the
Project is therefore considered to be consistent with the AQMP.
POTENTIAL IMPACTS TO SENSITIVE RECEPTORS
The potential impact of Project -generated air pollutant emissions at sensitive receptors has also been
considered. Sensitive receptors can include uses such as long-term health care facilities, rehabilitation
centers, and retirement homes. Residences, schools, playgrounds, childcare centers, and athletic
facilities can also be considered as sensitive receptors.
Results of the LST analysis indicate that, the Project would not exceed the SCAQMD localized significance
thresholds during construction. Therefore, sensitive receptors would not be exposed to substantial
pollutant concentrations during Project construction.
Results of the LST analysis indicate that the Project would not exceed the SCAQMD localized significance
thresholds during operational activity. Further Project traffic would not create or result in a CO
"hotspot." Therefore, sensitive receptors would not be exposed to substantial pollutant concentrations
as the result of Project operations.
ODORS
The potential for the Project to generate objectionable odors has also been considered. Land uses
generally associated with odor complaints include:
• Agricultural uses (livestock and farming)
• Wastewater treatment plants
• Food processing plants
• Chemical plants
• Composting operations
• Refineries
• Landfills
• Dairies
• Fiberglass molding facilities
The Project does not contain land uses typically associated with emitting objectionable odors. Potential
odor sources associated with the proposed Project may result from construction equipment exhaust and
the application of asphalt and architectural coatings during construction activities and the temporary
storage of typical solid waste (refuse) associated with the proposed Project's (long-term operational)
Mr. Mark Moshayedi
Space Investment Partners
June 10, 2020
Page 18
uses. Standard construction requirements would minimize odor impacts from construction. The
construction odor emissions would be temporary, short-term, and intermittent in nature and would
cease upon completion of the respective phase of construction and is thus considered less than
significant. It is expected that Project -generated refuse would be stored in covered containers and
removed at regular intervals in compliance with the City's solid waste regulations. The proposed Project
would also be required to comply with SCAQMD Rule 402 to prevent occurrences of public nuisances.
Therefore, odors associated with the proposed Project construction and operations would be less than
significant and no mitigation is required.3
CUMULATIVE IMPACTS
As previously shown in Table 2-3, the CAAQS designate the Project site as nonattainment for 03 PM10,
and PM2.5 while the NAAQS designates the Project site as nonattainment for 03 and PM2.5.
The AQMD has published a report on how to address cumulative impacts from air pollution: White Paper
on Potential Control Strategies to Address Cumulative Impacts from Air Pollution (12). In this report the
AQMD clearly states (Page D-3):
":..the AQMD uses the some significance thresholds for project specific and cumulative
impacts for all environmental topics analyzed in an Environmental Assessment or
Environmental Impact Report (EIR). The only case where the significance thresholds for
project specific and cumulative impacts differ is the Hazard Index (HI) significance
threshold for TAC emissions. The project specific (project increment) significance threshold
is HI > 1.0 while the cumulative (facility -wide) is HI > 3.0. It should be noted that the HI is
only one of three TAC emission significance thresholds considered (when applicable) in a
CEQA analysis. The other two are the maximum individual cancer risk (MICR) and the
cancer burden, both of which use the some significance thresholds (MICR of 10 in 1 million
and cancer burden of 0.5) for project specific and cumulative impacts.
Projects that exceed the project -specific significance thresholds are considered by the
SCAQMD to be cumulatively considerable. This is the reason project -specific and cumulative
significance thresholds are the same. Conversely, projects that do not exceed the project -
specific thresholds are generally not considered to be cumulatively significant."
Therefore, this analysis assumes that individual projects that do not generate operational or construction
emissions that exceed the SCAQMD's recommended daily thresholds for project -specific impacts would
also not cause a cumulatively considerable increase in emissions for those pollutants for which the Basin
is in nonattainment, and, therefore, would not be considered to have a significant, adverse air quality
3 RULE 402 NUISANCE. [Online] http://www.agmd.gov/docs/default-source/rule-book/rule-iv/rule-
402.pdf.
Mr. Mark Moshayedi
Space Investment Partners
June 10, 2020
Page 19
impact. Alternatively, individual project -related construction and operational emissions that exceed
SCAQMD thresholds for project -specific impacts would be considered cumulatively considerable.
CONSTRUCTION IMPACTS
The Project -specific evaluation of emissions presented in the preceding analysis demonstrates that
Project construction -source air pollutant emissions would not result in exceedances of regional
thresholds. Therefore, Project construction -source emissions would be considered less than significant
on a project -specific and cumulative basis.
OPERATIONAL IMPACTS
The Project -specific evaluation of emissions presented in the preceding analysis demonstrates that
Project operational -source air pollutant emissions would not result in exceedances of regional
thresholds. Therefore, Project operational -source emissions would be considered less than significant
on a project -specific and cumulative basis.
GREENHOUSE GAS EMISSIONS
The City of Newport Beach has not adopted its own numeric threshold of significance for determining
impacts with respect to GHG emissions. A screening threshold of 3,000 metric tons of carbon dioxide
equivalent (MTCO2e) per year to determine if additional analysis is required is an acceptable approach
for the proposed Project. This approach is a widely accepted screening threshold used by the City of
Newport Beach and numerous cities in the South Coast Air Basin (SCAB).
EMISSIONS SUMMARY
The annual GHG emissions associated with the operation of the proposed Project are estimated to be
718.74 MTCO2e per year as summarized in Table 9. Direct and indirect operational emissions associated
with the Project are compared with the SCAQMD's proposed Tier 3 threshold of significance for non-
industrial projects, which is 3,000 MTCO2e per year. As shown, the proposed Project would result in a
less than significant impact with respect to GHG emissions.
Mr. Mark Moshayedi
Space Investment Partners
June 10, 2020
Page 20
TABLE 9: TOTAL PROJECT GHG EMISSIONS (ANNUAL)
If you have any questions, please contact me directly at (949) 336-5987.
Respectfully submitted,
URBAN CROSSROADS, INC.
Haseeb Qureshi,
Associate Principal
Emissions (MT/yr)
Emission Source
CO2
CH4
N20
Total CO2e
Annual construction -related emissions
amortized over 30 years
5.88
0.00
0.00
5.92
Area
11.45
0.01
0.00
11.82
Energy
135.07
0.00
0.00
135.64
Mobile Sources
524.45
0.04
0.00
525.33
Waste
5.61
0.33
0.00
13.89
Water Usage
22.54
0.11
0.00
26.14
Total CO2e (All Sources)
712.82
Screening Threshold (CO2e)
3,000
Threshold Exceeded?
NO
If you have any questions, please contact me directly at (949) 336-5987.
Respectfully submitted,
URBAN CROSSROADS, INC.
Haseeb Qureshi,
Associate Principal
Mr. Mark Moshayedi
Space Investment Partners
June 10, 2020
Page 21
REFERENCES
1. South Coat Air Quality Management District. Rule 403. Fugitive Dust. [Online]
https://www.agmd.gov/docs/default-source/rule-book/rule-iv/rule-403.pdf?sfvrsn=4.
2. South Coast Air Quality Management District. RULE 1113. Architectural Coatings. [Online]
http://www.agmd.gov/docs/default-source/rule-book/reg-xi/r1113.pdf.
3. South Coast Air Quality Management. Rule 445. Wood Burning Devices. [Online]
http://www.agmd.gov/docs/default-source/rule-book/rule-iv/rule-445.pdf.
4. South Coast Air Quality Management District. Localized Significance Thresholds
Methodology. s.l.: South Coast Air Quality Managment District, 2003.
5. —. 2003 Air Quality Management Plan. [Online] 2003. http://www.agmd.gov/docs/default-
source/clean-air-plans/air-quality-management-plans/2003-air-quality-management-
plan/2003-aqmp-appendix-v.pdf.
6. —. 2003 Air Quality Management Plan. [Online] 2003. https://www.agmd.gov/home/air-
quality/clean-air-plans/air-quality-mgt-plan/2003-aqmp.
7. Bay Area Air Quality Management District. [Online] http://www.baagmd.gov/.
8. South Coast Air Quality Management District. 2003 Air Quality Management Plan. [Online]
2003. https://www.agmd.gov/home/air-quality/clean-air-plans/air-quality-mgt-plan/2003-
aqmp.
9. —. Final 2016 Air Quality Management Plan (AQMP). [Online] March 2017.
http://www.agmd.gov/docs/default-source/clean-air-plans/air-quality-management-
plans/2016-air-quality-management-plan/final-2016-aqmp/final2016agmp.pdf?sfvrsn=ll.
10. Southern California Association of Governments. 2016-2040 Regional Transportation
Plan/Sustainable Communities Strategy. [Online] April 2016.
http://scagrtpscs.net/Documents/2016/final/f20l6RTPSCS.pdf.
11. South Coast Air Quality Management District. CEQA Air Quality Handbook (1993). 1993.
12. Goss, Tracy A and Kroeger, Amy. White Paper on Potential Control Strategies to Address
Cumulative Impacts from Air Pollution. [Online] South Coast Air Quality Management
District, 2003. http://www.agmd.gov/rules/ciwg/final_white_pa per.pdf.
ATTACHMENT A:
CALEEMOD OUTPUTS
CaIEEMod Version: CaIEEMod.2016.3.2 Page 1 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
2510 West Coast Highway
Orange County, Summer
1.0 Project Characteristics
1.1 Land Usage
Land Uses
Size
Metric
Lot Acreage
Floor Surface Area
Population
Office Park
2.52 +
1000sgft
; 0.00 2,525.00
i 0
•------------------------------_------------------------------_------------------------------=
Condo/Townhouse 35.00
--- --------- ------------i-------------------
Dwelling Unit 0.98 34,306.00 -+ 100
+
;
•------------------------------_------------------------------_-------------------------------------------}------------------E---------------
T
Strip Mall
8.74
1000sgft
0.00 8,741.00
0
1.2 Other Project Characteristics
Urbanization Urban Wind Speed (m/s) 2.2 Precipitation Freq (Days) 30
Climate Zone 8 Operational Year 2021
Utility Company Southern California Edison
CO2 Intensity 702.44 CH4Intensity 0.029 N20 Intensity 0.006
(Ib/MWhr) (Ib/MWhr) (Ib/MWhr)
1.3 User Entered Comments & Non -Default Data
CalEEMod Version: CalEEMod.2016.3.2 Page 2 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
Project Characteristics -
Land Use - Per noise study and architectural drawing
Construction Phase - Per AQ memo
Demolition -
Grading -
Vehicle Emission Factors -
Vehicle Emission Factors -
Vehicle Emission Factors -
Land Use Change -
Construction Off-road Equipment Mitigation -
Table Name
Column Name
Default Value
New Value
tblConstruction Phase
NumDays i 100.00
230.00
----------------------------_------------------------------r-----------------------------t--------------------------
tblGradin
Material Imported 0.00 310.00
----------------------------
tblLandUse
------------------------------ --------------------------------------------------------
Land UseSquareFeet 2,520.00 2,525.00
----------------------------
tblLandUse
------------------------------ t----------------------------- t-------------------------
Land UseSquareFeet 35,000.00 34,306.00
-----------------------------_-----------------------------r-----------------------------t--------------------------
tblLandUse
Land UseSquareFeet 1 8,740.00 8,741.00
-----------------------------
tblLandUse
------------------------------ ------------t--------------------------
LotAcrea e } 0.06 0.00
-----------------------------
tblLandUse
------------------------------ ------------t--------------------------
LotAcrea e } 2.19 0.98
-----------------------------
tblLandUse
------------------------------ ------------t--------------------------
LotAcrea e } 0.20 0.00
-----------------------------
tblVehicleEF
------------------------------ t-----------------------------t--------------------------
HHD 0.63 0.03
-----------------------------
tblVehicleEF
------------------------------ t----------------------------- t--------------------------
HHD 0.16 0.14
-----------------------------
tblVehicleEF
------------------------------ t----------------------------- t--------------------------
HHD 0.08 8.1503e-007
-----------------------------
tblVehicleEF
------------------------------ t----------------------------- t--------------------------
HHD 2.36 5.39
-----------------------------
tblVehicleEF
------------------------------ t----------------------------- t--------------------------
HHD 1.29 0.84
-----------------------------
tblVehicleEF
------------------------------ t----------------------------- t--------------------------
HHD 3.99 0.01
-----------------------------
tblVehicleEF
------------------------------ ------------------------------ --------------------------
HHD 4,116.44 1,057.87
CaIEEMod Version: CaIEEMod.2016.3.2 Page 3 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
tblVehicleEF
HHD
1,683.99
1,517.44
-----------------------------
tblVehicleEF
Y ----------------------------
HHD
�-----------------------------4--------------------------
i 12.64
0.09
tblVehicleEF
HHD
r 20.04
5.92
tblVehicleEF
HHD
r 3.96
3.93
tblVehicleEF
HHD
r 0.02
8.4879e-003
tblVehicleEF
HHD
r 0.06
0.06
tblVehicleEF
HHD
r 0.03
0.04
tblVehicleEF
HHD
r 0.02
0.05
tblVehicleEF
HHD
r 1.1600e-004
1.4783e-006
tblVehicleEF
HHD
r 0.02
8.1207e-003
tblVehicleEF
HHD
r 0.03
0.03
tblVehicleEF
HHD
r 8.6750e-003
8.7677e-003
tblVehicleEF
HHD
r 0.02
0.05
tblVehicleEF
HHD
r 1.0700e-004
1.3593e-006
tblVehicleEF
HHD
r 1.1800e-004
5.8030e-006
tblVehicleEF
HHD
r 4.9160e-003
2.4273e-004
tblVehicleEF
HHD
r 0.57
0.41
tblVehicleEF
HHD
r 8.9000e-005
4.1063e-006
tblVehicleEF
HHD
r 0.13
0.12
tblVehicleEF
HHD
r 4.6300e-004
1.1212e-003
tblVehicleE F
HHD
r 0.10
4.2665e-006
tblVehicleEF
HHD
r 0.04
9.6941 e-003
tblVehicleEF
HHD
r 0.02
0.01
tblVehicleEF
HHD
r 1.9200e-004
8.5664e-007
tblVehicleEF
HHD
r 1.1800e-004
5.8030e-006
tblVehicleEF
HHD
r 4.9160e-003
2.4273e-004
tblVehicleEF
HHD
0.68
0.48
CaIEEMod Version: CaIEEMod.2016.3.2 Page 4 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
tblVehicleEF
HHD
8.9000e-005
4.1063e-006
-----------------------------
tblVehicleEF
Y ----------------------------
HHD
�-----------------------------4--------------------------
i 0.31
0.27
tblVehicleEF
HHD
r 4.6300e-004
1.1212e-003
tblVehicleEF
HHD
r 0.11
4.6713e-006
tblVehicleEF
HHD
r 0.59
0.03
tblVehicleEF
HHD
r 0.16
0.14
tblVehicleE F
HHD
r 0.08
7.8282e-007
tblVehicleEF
HHD
r 1.72
5.25
tblVehicleEF
HHD
r 1.30
0.84
tblVehicleEF
HHD
r 3.80
0.01
tblVehicleEF
HHD
} 4,359.67
1,057.02
tblVehicleEF
HHD
} 1,683.99
1,517.44
tblVehicleEF
HHD
r 12.64
0.09
tblVehicleEF
HHD
r 20.68
5.78
tblVehicleEF
HHD
r 3.75
3.72
tblVehicleEF
HHD
r 0.02
7.8073e-003
tblVehicleEF
HHD
r 0.06
0.06
tblVehicleEF
HHD
r 0.03
0.04
tblVehicleEF
HHD
r 0.02
0.05
tblVehicleEF
HHD
r 1.1600e-004
1.4783e-006
tblVehicleEF
HHD
r 0.02
7.4696e-003
tblVehicleEF
HHD
r 0.03
0.03
tblVehicleEF
HHD
r 8.6750e-003
8.7677e-003
tblVehicleEF
HHD
r 0.02
0.05
tblVehicleEF
HHD
r 1.0700e-004
1.3593e-006
tblVehicleEF
HHD
r 1.6900e-004
8.5198e-006
tblVehicleE F
HHD
5.0090e-003
2.4616e-004
CaIEEMod Version: CaIEEMod.2016.3.2 Page 5 of 76 Date: 6/8/2020 9:42 AM
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tblVehicleEF
HHD
0.54
0.43
-----------------------------
tblVehicleEF
Y ----------------------------
HHD
�-----------------------------4--------------------------
i 1.2500e-004
6.0857e-006
tblVehicleEF
HHD
r 0.13
0.12
tblVehicleEF
HHD
r 4.4900e-004
1.1012e-003
tblVehicleEF
HHD
r 0.09
4.1088e-006
tblVehicleE F
HHD
r 0.04
9.6851 e-003
tblVehicleEF
HHD
r 0.02
0.01
tblVehicleEF
HHD
r 1.8900e-004
8.4844e-007
tblVehicleEF
HHD
r 1.6900e-004
8.5198e-006
tblVehicleEF
HHD
r 5.0090e-003
2.4616e-004
tblVehicleEF
HHD
r 0.64
0.50
tblVehicleEF
HHD
r 1.2500e-004
6.0857e-006
tblVehicleEF
HHD
r 0.31
0.27
tblVehicleEF
HHD
r 4.4900e-004
1.1012e-003
tblVehicleEF
HHD
r 0.10
4.4987e-006
tblVehicleEF
HHD
r 0.68
0.02
tblVehicleE F
HHD
r 0.16
5.0361 e-003
tblVehicleE F
HHD
r 0.08
8.2267e-007
tblVehicleEF
HHD
r 3.25
5.42
tblVehicleEF
HHD
r 1.29
0.46
tblVehicleEF
HHD
r 4.03
0.01
tblVehicleEF
HHD
} 3,780.54
1,027.42
tblVehicleEF
HHD
} 1,683.99
1,421.63
tblVehicleEF
HHD
r 12.64
0.09
tblVehicleEF
HHD
r 19.16
5.92
tblVehicleEF
HHD
r 3.89
3.78
tblVehicleEF
HHD
0.02
8.9816e-003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 6 of 76 Date: 6/8/2020 9:42 AM
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tblVehicleEF
HHD
0.06
0.06
-----------------------------
tblVehicleEF
Y ----------------------------
HHD
�-----------------------------4--------------------------
i 0.03
0.03
tblVehicleEF
HHD
r 0.02
0.05
tblVehicleEF
HHD
r 1.1600e-004
1.4783e-006
tblVehicleEF
HHD
r 0.02
8.5930e-003
tblVehicleEF
HHD
r 0.03
0.03
tblVehicleEF
HHD
r 8.6750e-003
8.5162e-003
tblVehicleEF
HHD
r 0.02
0.05
tblVehicleEF
HHD
r 1.0700e-004
1.3593e-006
tblVehicleEF
HHD
r 1.1700e-004
6.0588e-006
tblVehicleEF
HHD
r 5.3110e-003
2.7018e-004
tblVehicleEF
HHD
r 0.61
0.39
tblVehicleEF
HHD
r 9.00OOe-005
4.2977e-006
tblVehicleEF
HHD
r 0.13
0.11
tblVehicleEF
HHD
r 5.0200e-004
1.1943e-003
tblVehicleEF
HHD
r 0.10
4.3030e-006
tblVehicleE F
HHD
r 0.03
9.7066e-003
tblVehicleEF
HHD
r 0.02
0.01
tblVehicleEF
HHD
r 1.9300e-004
8.5821e-007
tblVehicleEF
HHD
r 1.1700e-004
6.0588e-006
tblVehicleEF
HHD
r 5.3110e-003
2.7018e-004
tblVehicleEF
HHD
r 0.73
0.44
tblVehicleEF
HHD
r 9.00OOe-005
4.2977e-006
tblVehicleEF
HHD
r 0.31
0.12
tblVehicleEF
HHD
r 5.0200e-004
1.1943e-003
tblVehicleE F
HHD
r 0.11
4.7113e-006
tblVehicleEF
LDA
4.3340e-003
2.6622e-003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 7 of 76 Date: 6/8/2020 9:42 AM
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tblVehicleEF
LDA
5.1760e-003
0.05
-----------------------------
tblVehicleEF
Y ----------------------------
LDA
�-----------------------------4--------------------------
i 0.58
0.68
tblVehicleEF
LDA
r 1.10
2.11
tblVehicleEF
LDA
r 263.86
265.52
tblVehicleEF
LDA
r 58.33
54.23
tblVehicleEF
LDA
r 0.05
0.04
tblVehicleEF
LDA
r 0.04
0.04
tblVehicleEF
LDA
r 8.00OOe-003
7.8475e-003
tblVehicleEF
LDA
r 1.9130e-003
1.6723e-003
tblVehicleEF
LDA
r 2.2790e-003
1.9248e-003
tblVehicleEF
LDA
r 0.02
0.02
tblVehicleEF
LDA
r 2.00OOe-003
1.9619e-003
tblVehicleEF
LDA
r 1.7630e-003
1.5403e-003
tblVehicleEF
LDA
r 2.0960e-003
1.7699e-003
tblVehicleEF
LDA
r 0.04
0.05
tblVehicleEF
LDA
r 0.09
0.10
tblVehicleEF
LDA
r 0.03
0.05
tblVehicleEF
LDA
r 0.01
0.01
tblVehicleEF
LDA
r 0.04
0.21
tblVehicleEF
LDA
r 0.07
0.23
tblVehicleEF
LDA
r 2.6420e-003
2.6267e-003
tblVehicleEF
LDA
r 6.020Oe-004
5.3662e-004
tblVehicleEF
LDA
r 0.04
0.05
tblVehicleEF
LDA
r 0.09
0.10
tblVehicleEF
LDA
0.03
r
0.05
tblVehicleEF
LDA
0.02
r
0.01
tblVehicleEF
LDA
0.04
0.21
CaIEEMod Version: CaIEEMod.2016.3.2 Page 8 of 76 Date: 6/8/2020 9:42 AM
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tblVehicleEF
LDA
0.08
0.25
-----------------------------
tblVehicleEF
Y ----------------------------
LDA
�-----------------------------4--------------------------
i 4.5760e-003
2.8325e-003
tblVehicleEF
LDA
r 4.6500e-003
0.05
tblVehicleEF
LDA
r 0.63
0.74
tblVehicleEF
LDA
r 0.95
1.82
tblVehicleEF
LDA
r 274.96
276.40
tblVehicleEF
LDA
r 58.33
53.69
tblVehicleEF
LDA
r 0.04
0.03
tblVehicleEF
LDA
r 0.04
0.04
tblVehicleEF
LDA
r 8.00OOe-003
7.8475e-003
tblVehicleEF
LDA
r 1.9130e-003
1.6723e-003
tblVehicleEF
LDA
r 2.2790e-003
1.9248e-003
tblVehicleEF
LDA
r 0.02
0.02
tblVehicleEF
LDA
r 2.00OOe-003
1.9619e-003
tblVehicleEF
LDA
r 1.7630e-003
1.5403e-003
tblVehicleEF
LDA
r 2.0960e-003
1.7699e-003
tblVehicleEF
LDA
r 0.05
0.07
tblVehicleEF
LDA
r 0.09
0.10
tblVehicleEF
LDA
r 0.05
0.07
tblVehicleEF
LDA
r 0.01
0.01
tblVehicleEF
LDA
r 0.04
0.19
tblVehicleEF
LDA
r 0.06
0.21
tblVehicleEF
LDA
r 2.7540e-003
2.7344e-003
tblVehicleEF
LDA
r 5.9900e-004
5.3128e-004
tblVehicleEF
LDA
0.05
r
0.07
tblVehicleEF
LDA
0.09
r
0.10
tblVehicleEF
LDA
0.05
0.07
CaIEEMod Version: CaIEEMod.2016.3.2 Page 9 of 76 Date: 6/8/2020 9:42 AM
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tblVehicleEF
LDA
0.02
0.02
-----------------------------
tblVehicleEF
Y ----------------------------
LDA
�-----------------------------4--------------------------
i 0.04
0.19
tblVehicleEF
LDA
r 0.07
0.23
tblVehicleEF
LDA
r 4.2520e-003
2.6083e-003
tblVehicleEF
LDA
r 5.2830e-003
0.05
tblVehicleEF
LDA
r 0.56
0.65
tblVehicleEF
LDA
r 1.13
2.18
tblVehicleEF
LDA
r 259.76
261.50
tblVehicleEF
LDA
r 58.33
54.34
tblVehicleEF
LDA
r 0.05
0.04
tblVehicleEF
LDA
r 0.04
0.04
tblVehicleEF
LDA
r 8.00OOe-003
7.8475e-003
tblVehicleEF
LDA
r 1.9130e-003
1.6723e-003
tblVehicleEF
LDA
r 2.2790e-003
1.9248e-003
tblVehicleEF
LDA
r 0.02
0.02
tblVehicleEF
LDA
r 2.00OOe-003
1.9619e-003
tblVehicleEF
LDA
r 1.7630e-003
1.5403e-003
tblVehicleEF
LDA
r 2.0960e-003
1.7699e-003
tblVehicleEF
LDA
r 0.04
0.05
tblVehicleEF
LDA
r 0.10
0.10
tblVehicleEF
LDA
r 0.03
0.05
tblVehicleEF
LDA
r 0.01
0.01
tblVehicleEF
LDA
r 0.04
0.23
tblVehicleEF
LDA
r 0.07
0.23
tblVehicleEF
LDA
r 2.6010e-003
2.5869e-003
tblVehicleEF
LDA
r 6.0200e-004
5.3778e-004
tblVehicleEF
LDA
0.04
0.05
CaIEEMod Version: CaIEEMod.2016.3.2 Page 10 of 76 Date: 6/8/2020 9:42 AM
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tblVehicleEF
LDA
0.10
0.10
-----------------------------
tblVehicleEF
Y ----------------------------
LDA
�-----------------------------4--------------------------
i 0.03
0.05
tblVehicleEF
LDA
r 0.02
0.01
tblVehicleEF
LDA
r 0.04
0.23
tblVehicleEF
LDA
r 0.08
0.26
tblVehicleEF
LDT1
r 9.9920e-003
6.2082e-003
tblVehicleEF
LDT1
r 0.01
0.07
tblVehicleEF
LDT1
r 1.19
1.26
tblVehicleEF
LDT1
r 2.74
2.32
tblVehicleEF
LDT1
r 324.21
313.05
tblVehicleEF
LDT1
r 71.81
65.11
tblVehicleEF
LDT1
r 0.11
0.10
tblVehicleEF
LDT1
r 0.04
0.04
tblVehicleEF
LDT1
r 8.00OOe-003
7.9540e-003
tblVehicleEF
LDT1
r 2.5570e-003
2.3060e-003
tblVehicleEF
LDT1
r 3.2780e-003
2.6454e-003
tblVehicleEF
LDT1
r 0.02
0.02
tblVehicleEF
LDT1
r 2.00OOe-003
1.9885e-003
tblVehicleEF
LDT1
r 2.3530e-003
2.1217e-003
tblVehicleEF
LDT1
r 3.0150e-003
2.4325e-003
tblVehicleEF
LDT1
r 0.12
0.12
tblVehicleEF
LDT1
r 0.25
0.19
tblVehicleEF
LDT1
r 0.10
0.11
tblVehicleEF
LDT1
r 0.02
0.03
tblVehicleEF
LDT1
r 0.16
0.66
tblVehicleEF
LDT1
r 0.19
0.36
tblVehicleEF
LDT1
3.2560e-003
3.0978e-003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 11 of 76 Date: 6/8/2020 9:42 AM
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tblVehicleEF
LDT1
7.6600e-004
6.4435e-004
-----------------------------
tblVehicleEF
Y ----------------------------
LDT1
�-----------------------------T--------------------------
i 0.12
0.12
tblVehicleEF
LDT1
r 0.25
0.19
tblVehicleEF
LDT1
r 0.10
0.11
tblVehicleEF
LDT1
r 0.04
0.04
tblVehicleEF
LDT1
r 0.16
0.66
tblVehicleEF
LDT1
r 0.21
0.40
tblVehicleEF
LDT1
r 0.01
6.5571 e-003
tblVehicleEF
LDT1
r 0.01
0.07
tblVehicleEF
LDT1
r 1.28
1.36
tblVehicleEF
LDT1
r 2.36
2.00
tblVehicleEF
LDT1
r 337.31
324.18
tblVehicleEF
LDT1
r 71.81
64.47
tblVehicleEF
LDT1
r 0.10
0.09
tblVehicleEF
LDT1
r 0.04
0.04
tblVehicleEF
LDT1
r 8.00OOe-003
7.9540e-003
tblVehicleEF
LDT1
r 2.5570e-003
2.3060e-003
tblVehicleEF
LDT1
r 3.2780e-003
2.6454e-003
tblVehicleEF
LDT1
r 0.02
0.02
tblVehicleEF
LDT1
r 2.00OOe-003
1.9885e-003
tblVehicleEF
LDT1
r 2.3530e-003
2.1217e-003
tblVehicleEF
LDT1
r 3.0150e-003
2.4325e-003
tblVehicleEF
LDT1
r 0.17
0.18
tblVehicleEF
LDT1
r 0.26
0.20
tblVehicleEF
LDT1
r 0.14
0.15
tblVehicleEF
LDT1
r 0.03
0.03
tblVehicleEF
LDT1
0.14
0.61
CaIEEMod Version: CaIEEMod.2016.3.2 Page 12 of 76 Date: 6/8/2020 9:42 AM
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tblVehicleEF
LDT1
0.17
0.32
-----------------------------
tblVehicleEF
Y ----------------------------
LDT1
-----------------------------4--------------------------
3.3880e-003
r
3.2080e-003
tblVehicleEF
LDT1
7.5900e-004
r
6.3799e-004
tblVehicleEF
LDT1
0.17
r
0.18
tblVehicleEF
LDT1
0.26
r
0.20
tblVehicleEF
LDT1
0.14
r
0.15
tblVehicleEF
LDT1
0.04
r
0.04
tblVehicleEF
LDT1
0.14
r
0.61
tblVehicleEF
LDT1
0.19
r
0.36
tblVehicleEF
LDT1
9.8200e-003
r
6.0953e-003
tblVehicleEF
LDT1
0.01
r
0.07
tblVehicleEF
LDT1
1.16
r
1.22
tblVehicleEF
LDT1
2.82
r
2.40
tblVehicleEF
LDT1
319.38
r
308.94
tblVehicleEF
LDT1
71.81
r
65.25
tblVehicleEF
LDT1
0.11
r
0.10
tblVehicleEF
LDT1
0.04
r
0.04
tblVehicleEF
LDT1
8.00OOe-003
r
7.9540e-003
tblVehicleEF
LDT1
2.5570e-003
r
2.3060e-003
tblVehicleEF
LDT1
3.2780e-003
r
2.6454e-003
tblVehicleEF
LDT1
0.02
r
0.02
tblVehicleEF
LDT1
2.00OOe-003
r
1.9885e-003
tblVehicleEF
LDT1
2.3530e-003
r
2.1217e-003
tblVehicleEF
LDT1
3.0150e-003
r
2.4325e-003
tblVehicleEF
LDT1
0.12
r
0.13
tblVehicleEF
LDT1
0.29
r
0.22
tblVehicleEF
LDT1
0.10
0.11
CaIEEMod Version: CaIEEMod.2016.3.2 Page 13 of 76 Date: 6/8/2020 9:42 AM
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tblVehicleEF
LDT1
0.02
0.03
-----------------------------
tblVehicleEF
Y ----------------------------
LDT1
-----------------------------4--------------------------
r 0.18
0.78
tblVehicleEF
LDT1
0.19
r
0.37
tblVehicleEF
LDT1
3.2070e-003
r
3.0572e-003
tblVehicleEF
LDT1
7.6700e-004
r
6.4574e-004
tblVehicleEF
LDT1
0.12
r
0.13
tblVehicleEF
LDT1
0.29
r
0.22
tblVehicleEF
LDT1
0.10
r
0.11
tblVehicleEF
LDT1
0.04
r
0.04
tblVehicleEF
LDT1
0.18
r
0.78
tblVehicleEF
LDT1
0.21
r
0.41
tblVehicleEF
LDT2
5.7840e-003
r
4.0565e-003
tblVehicleEF
LDT2
6.6620e-003
r
0.07
tblVehicleEF
LDT2
0.74
r
0.91
tblVehicleEF
LDT2
1.41
r
2.69
tblVehicleEF
LDT2
369.26
r
341.01
tblVehicleEF
LDT2
81.71
r
71.31
tblVehicleEF
LDT2
0.07
r
0.07
tblVehicleEF
LDT2
0.04
r
0.04
tblVehicleEF
LDT2
8.00OOe-003
r
7.9476e-003
tblVehicleEF
LDT2
1.8090e-003
r
1.6369e-003
tblVehicleEF
LDT2
2.1990e-003
r
1.8210e-003
tblVehicleEF
LDT2
0.02
r
0.02
tblVehicleEF
LDT2
2.00OOe-003
r
1.9869e-003
tblVehicleEF
LDT2
1.6640e-003
r
1.5065e-003
tblVehicleEF
LDT2
2.0220e-003
r
1.6744e-003
tblVehicleEF
LDT2
0.05
0.07
CaIEEMod Version: CaIEEMod.2016.3.2 Page 14 of 76 Date: 6/8/2020 9:42 AM
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tblVehicleEF
LDT2
0.11
0.12
-----------------------------
tblVehicleEF
Y ----------------------------
LDT2
�-----------------------------4--------------------------
i 0.05
0.08
tblVehicleEF
LDT2
r 0.01
0.02
tblVehicleEF
LDT2
r 0.06
0.39
tblVehicleEF
LDT2
r 0.09
0.32
tblVehicleEF
LDT2
r 3.6980e-003
3.3737e-003
tblVehicleEF
LDT2
r 8.4100e-004
7.0569e-004
tblVehicleEF
LDT2
r 0.05
0.07
tblVehicleEF
LDT2
r 0.11
0.12
tblVehicleEF
LDT2
r 0.05
0.08
tblVehicleEF
LDT2
r 0.02
0.02
tblVehicleEF
LDT2
r 0.06
0.39
tblVehicleEF
LDT2
r 0.10
0.35
tblVehicleEF
LDT2
r 6.1050e-003
4.3054e-003
tblVehicleEF
LDT2
r 5.9960e-003
0.06
tblVehicleEF
LDT2
r 0.80
0.99
tblVehicleEF
LDT2
r 1.22
2.32
tblVehicleEF
LDT2
r 384.42
352.00
tblVehicleEF
LDT2
r 81.71
70.61
tblVehicleEF
LDT2
r 0.06
0.06
tblVehicleEF
LDT2
r 0.04
0.04
tblVehicleEF
LDT2
r 8.00OOe-003
7.9476e-003
tblVehicleEF
LDT2
r 1.8090e-003
1.6369e-003
tblVehicleEF
LDT2
r 2.1990e-003
1.8210e-003
tblVehicleEF
LDT2
r 0.02
0.02
tblVehicleEF
LDT2
r 2.00OOe-003
1.9869e-003
tblVehicleEF
LDT2
1.6640e-003
1.5065e-003
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tblVehicleEF
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2.0220e-003
1.6744e-003
-----------------------------
tblVehicleEF
Y ----------------------------
LDT2
�-----------------------------4--------------------------
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0.88
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2.77
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336.95
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71.46
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0.07
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7.9476e-003
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1.6369e-003
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1.8210e-003
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0.02
0.02
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LDT2
2.00OOe-003
1.9869e-003
-----------------------------
tblVehicleEF
Y ----------------------------
LDT2
�-----------------------------4--------------------------
i 1.6640e-003
1.5065e-003
tblVehicleEF
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5.0096e-003
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0.02
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0.19
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0.57
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r 2.55
1.09
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9.05
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LHD1
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667.72
tblVehicleEF
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r 33.13
12.41
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0.08
0.06
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1.27
0.81
-----------------------------
tblVehicleEF
Y ----------------------------
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�-----------------------------4--------------------------
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7.5586e-004
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0.08
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7.2149e-003
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2.2568e-003
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r 0.10
0.07
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0.05
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r 3.7900e-004
1.2281e-004
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r 2.8210e-003
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LHD1
r 0.10
0.07
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r 1.7870e-003
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r 0.08
0.06
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0.28
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LHD1
0.29
0.09
-----------------------------
tblVehicleEF
Y ----------------------------
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�-----------------------------4--------------------------
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5.0977e-003
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0.02
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0.06
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r 0.01
9.6464e-003
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7.2149e-003
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r 8.2300e-004
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r 9.9290e-003
6.8769e-003
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r 8.4300e-004
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LHD1
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3.1604e-003
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r 0.10
0.07
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0.02
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r 2.4300e-003
1.9450e-003
----------------------------
tblVehicleEF
-------------------------
LHD1
---------------- ----------------------------------------
0.06
0.05
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LHD1
0.27
0.45
-----------------------------
tblVehicleEF
Y ----------------------------
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�-----------------------------4--------------------------
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8.7939e-005
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6.5214e-003
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4.9859e-003
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0.19
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0.57
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1.09
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9.05
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667.72
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r 33.13
12.42
tblVehicleEF
LHD1
r 0.08
0.06
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LHD1
r 1.24
0.80
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LHD1
r 8.6000e-004
7.5586e-004
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LHD1
r 0.08
0.08
tblVehicleEF
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r 0.01
9.6464e-003
----------------------------
tblVehicleEF
------------------------------------------------------
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0.01
7.2149e-003
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LHD1
9.1700e-004
2.5532e-004
-----------------------------
tblVehicleEF
Y ----------------------------
LHD1
�-----------------------------4--------------------------
i 8.2300e-004
7.2316e-004
tblVehicleEF
LHD1
r 0.03
0.03
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2.4116e-003
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r 8.4300e-004
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0.01
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0.13
0.16
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tblVehicleEF
LHD2
0.36
0.41
-----------------------------
tblVehicleEF
Y ----------------------------
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�-----------------------------4--------------------------
i 1.38
0.76
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10.01
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tblVehicleEF
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tblVehicleEF
LHD2
r 6.0340e-003
6.5784e-003
----------------------------
tblVehicleEF
------------------------------------
LHD2
10------------------
3.00e-004
9.9072e-005
CaIEEMod Version: CaIEEMod.2016.3.2 Page 22 of 76 Date: 6/8/2020 9:42 AM
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tblVehicleEF
LHD2
1.1610e-003
1.4569e-003
-----------------------------
tblVehicleEF
Y ----------------------------
LHD2
�-----------------------------4--------------------------
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tblVehicleEF
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r 1.1890e-003
1.1974e-003
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0.01
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LHD2
r 2.6460e-003
2.6120e-003
----------------------------
tblVehicleEF
------------------------------------------------------
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9.3060e-003
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 23 of 76 Date: 6/8/2020 9:42 AM
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tblVehicleEF
LHD2
4.2300e-004
1.3735e-004
-----------------------------
tblVehicleEF
Y ----------------------------
LHD2
-----------------------------4--------------------------
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2.0405e-003
tblVehicleEF
LHD2
0.04
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0.05
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0.02
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1.0610e-003
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1.2766e-003
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r
0.05
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1.3400e-004
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1.3057e-004
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6.0340e-003
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9.8524e-005
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2.0405e-003
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0.04
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0.03
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1.0610e-003
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1.2766e-003
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0.05
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0.06
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LHD2
0.08
r
0.29
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0.13
r
0.06
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4.2890e-003
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4.2512e-003
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4.2570e-003
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3.6533e-003
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9.5090e-003
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0.01
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LHD2
0.13
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0.16
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0.36
r
0.41
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1.38
r
0.76
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13.67
r
13.61
tblVehicleEF
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619.08
r
679.10
tblVehicleEF
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28.46
10.02
CaIEEMod Version: CaIEEMod.2016.3.2 Page 24 of 76 Date: 6/8/2020 9:42 AM
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tblVehicleEF
LHD2
0.10
0.09
-----------------------------
tblVehicleEF
Y ----------------------------
LHD2
-----------------------------4--------------------------
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0.92
tblVehicleEF
LHD2
1.1890e-003
r
1.1974e-003
tblVehicleEF
LHD2
0.09
r
0.09
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0.01
r
0.01
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LHD2
9.7400e-003
r
0.01
tblVehicleEF
LHD2
4.6100e-004
r
1.4938e-004
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1.1370e-003
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1.1456e-003
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2.6120e-003
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9.3060e-003
r
9.6641 e-003
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4.2300e-004
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1.3735e-004
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1.5016e-003
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0.04
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0.06
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0.02
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0.02
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7.7800e-004
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9.3294e-004
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0.05
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1.3057e-004
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9.9159e-005
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0.04
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0.06
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0.03
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7.7800e-004
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9.3294e-004
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0.05
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 25 of 76 Date: 6/8/2020 9:42 AM
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tblVehicleEF
LHD2
0.10
0.33
-----------------------------
tblVehicleEF
Y ----------------------------
LHD2
�-----------------------------4--------------------------
i 0.14
0.06
tblVehicleEF
MY
r 0.48
0.35
tblVehicleEF
MY
r 0.15
0.24
tblVehicleEF
MY
r 18.61
18.90
tblVehicleEF
MY
r 9.56
8.43
tblVehicleEF
MY
r 177.57
214.49
tblVehicleEF
MY
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60.11
tblVehicleEF
MY
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tblVehicleEF
MY
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0.01
tblVehicleEF
MY
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MY
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tblVehicleEF
MY
r 5.0400e-003
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tblVehicleEF
MY
r 1.00OOe-003
1.00OOe-003
tblVehicleEF
MY
r 1.9990e-003
1.9796e-003
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3.0806e-003
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0.72
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0.72
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2.40
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2.07
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MY
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1.82
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r 2.1510e-003
2.1225e-003
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MY
r 6.7000e-004
5.9482e-004
tblVehicleEF
MY
r 1.13
1.16
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MY
0.69
0.72
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tblVehicleEF
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0.71
0.72
-----------------------------
tblVehicleEF
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MY
�-----------------------------4--------------------------
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2.97
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1.98
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r 0.47
0.35
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MY
r 0.14
0.21
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MY
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18.17
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MY
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7.74
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MY
r 177.57
213.12
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MY
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58.36
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MY
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0.98
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MY
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0.01
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4.00OOe-003
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2.1162e-003
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3.2682e-003
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5.0400e-003
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1.00OOe-003
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1.9796e-003
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3.0806e-003
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MY
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1.74
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MY
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0.76
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MY
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1.14
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MY
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2.34
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1.94
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1.62
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2.1090e-003
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6.5100e-004
5.7748e-004
CaIEEMod Version: CaIEEMod.2016.3.2 Page 27 of 76 Date: 6/8/2020 9:42 AM
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tblVehicleEF
MY
1.71
1.74
-----------------------------
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Y ----------------------------
MY
�-----------------------------4--------------------------
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0.76
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1.77
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0.35
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0.24
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19.01
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8.55
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214.70
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60.42
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1.09
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0.01
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4.00OOe-003
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2.1162e-003
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3.2682e-003
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5.0400e-003
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1.9796e-003
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3.0806e-003
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1.28
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0.92
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0.76
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2.41
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2.38
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1.86
CaIEEMod Version: CaIEEMod.2016.3.2 Page 28 of 76 Date: 6/8/2020 9:42 AM
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tblVehicleEF
MY
2.1530e-003
2.1246e-003
-----------------------------
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Y ----------------------------
MY
�-----------------------------4--------------------------
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0.92
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0.76
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2.98
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2.38
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2.02
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MDV
r 0.01
5.6007e-003
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0.08
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1.12
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3.12
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420.73
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86.72
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7.9666e-003
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1.7850e-003
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1.9836e-003
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1.9917e-003
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1.6466e-003
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1.8249e-003
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0.08
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0.02
CaIEEMod Version: CaIEEMod.2016.3.2 Page 29 of 76 Date: 6/8/2020 9:42 AM
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tblVehicleEF
MDV
0.10
0.42
-----------------------------
tblVehicleEF
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MDV
�-----------------------------4--------------------------
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0.14
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0.09
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0.03
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0.42
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0.45
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MDV
r 0.01
5.9079e-003
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0.08
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MDV
r 1.36
1.20
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2.69
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MDV
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432.28
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85.89
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0.09
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0.04
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MDV
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7.9666e-003
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1.7850e-003
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1.9836e-003
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0.02
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1.9917e-003
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1.6466e-003
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1.8249e-003
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0.12
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0.14
CaIEEMod Version: CaIEEMod.2016.3.2 Page 30 of 76 Date: 6/8/2020 9:42 AM
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tblVehicleEF
MDV
0.10
0.12
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tblVehicleEF
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MDV
�-----------------------------4--------------------------
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8.4999e-004
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0.40
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1.08
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1.9836e-003
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1.8249e-003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 31 of 76 Date: 6/8/2020 9:42 AM
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tblVehicleEF
MDV
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0.08
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tblVehicleEF
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4.1175e-003
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MH
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4.00OOe-003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 32 of 76 Date: 6/8/2020 9:42 AM
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tblVehicleEF
MH
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0.09
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0.02
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MH
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tblVehicleEF
------------------------------------------------------
MH
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0.00
CaIEEMod Version: CaIEEMod.2016.3.2 Page 33 of 76 Date: 6/8/2020 9:42 AM
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tblVehicleEF
MH
0.06
0.06
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tblVehicleEF
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0.13
----------------------------
tblVehicleEF
------------------------------------------------------
MH
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0.02
CaIEEMod Version: CaIEEMod.2016.3.2 Page 34 of 76 Date: 6/8/2020 9:42 AM
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tblVehicleEF
MH
0.03
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tblVehicleEF
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MH
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0.00
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MHD
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MHD
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5.6113e-003
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MHD
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0.01
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MHD
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MHD
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0.51
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MHD
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1.31
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MHD
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56.75
CaIEEMod Version: CaIEEMod.2016.3.2 Page 35 of 76 Date: 6/8/2020 9:42 AM
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tblVehicleEF
MHD
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1,086.34
-----------------------------
tblVehicleEF
Y ----------------------------
MHD
�-----------------------------4--------------------------
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0.13
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1.1907e-004
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4.8731e-004
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0.02
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5.4033e-004
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MHD
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0.03
CaIEEMod Version: CaIEEMod.2016.3.2 Page 36 of 76 Date: 6/8/2020 9:42 AM
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tblVehicleEF
MHD
7.3800e-004
3.2888e-004
-----------------------------
tblVehicleEF
Y ----------------------------
MHD
�-----------------------------4--------------------------
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0.31
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MHD
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12.75
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MHD
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0.43
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MHD
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1.85
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MHD
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1.2248e-003
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1.1907e-004
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1.1718e-003
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MHD
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0.06
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MHD
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3.00OOe-003
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MHD
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0.05
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MHD
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1.0948e-004
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MHD
r 1.6040e-003
6.8946e-004
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MHD
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0.02
CaIEEMod Version: CaIEEMod.2016.3.2 Page 37 of 76 Date: 6/8/2020 9:42 AM
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tblVehicleEF
MHD
0.02
0.02
-----------------------------
tblVehicleEF
Y ----------------------------
MHD
�-----------------------------4--------------------------
i 1.0240e-003
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MHD
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5.4975e-004
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 38 of 76 Date: 6/8/2020 9:42 AM
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 39 of 76 Date: 6/8/2020 9:42 AM
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 40 of 76 Date: 6/8/2020 9:42 AM
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 41 of 76 Date: 6/8/2020 9:42 AM
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 42 of 76 Date: 6/8/2020 9:42 AM
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 43 of 76 Date: 6/8/2020 9:42 AM
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 44 of 76 Date: 6/8/2020 9:42 AM
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 45 of 76 Date: 6/8/2020 9:42 AM
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 46 of 76 Date: 6/8/2020 9:42 AM
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 47 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 48 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
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tblVehicleEF
UBUS
} 1,828.32
2,050.53
tblVehicleEF
UBUS
r 133.38
22.40
tblVehicleEF
UBUS
r 4.53
1.10
tblVehicleEF
UBUS
r 0.53
0.08
tblVehicleEF
UBUS
r 0.01
0.03
tblVehicleEF
UBUS
r 0.04
3.2566e-003
tblVehicleEF
UBUS
r 1.1810e-003
3.9679e-005
tblVehicleEF
UBUS
r 0.23
0.03
tblVehicleEF
UBUS
r 3.00OOe-003
7.3601e-003
tblVehicleEF
UBUS
0.04
3.1124e-003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 49 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
tblVehicleEF
UBUS
1.0860e-003
3.6483e-005
-----------------------------
tblVehicleEF
Y ----------------------------
UBUS
�-----------------------------4--------------------------
i 8.2530e-003
3.6376e-003
tblVehicleEF
UBUS
r 0.10
0.03
tblVehicleEF
UBUS
r 4.8310e-003
2.4726e-003
tblVehicleEF
UBUS
r 0.53
0.14
tblVehicleEF
UBUS
r 0.03
0.19
tblVehicleEF
UBUS
r 0.89
0.14
tblVehicleEF
UBUS
r 8.6450e-003
4.3416e-003
tblVehicleEF
UBUS
r 1.5430e-003
2.2162e-004
tblVehicleEF
UBUS
r 8.2530e-003
3.6376e-003
tblVehicleEF
UBUS
r 0.10
0.03
tblVehicleEF
UBUS
r 4.8310e-003
2.4726e-003
tblVehicleEF
UBUS
r 2.53
5.65
tblVehicleEF
UBUS
r 0.03
0.19
tblVehicleEF
UBUS
r 0.98
0.15
tblVehicleEF
UBUS
r 1.93
5.46
tblVehicleEF
UBUS
r 0.07
0.03
tblVehicleEF
UBUS
r 8.95
37.60
tblVehicleEF
UBUS
r 13.46
1.85
tblVehicleEF
UBUS
} 1,828.32
2,050.53
tblVehicleEF
UBUS
r 133.38
22.82
tblVehicleEF
UBUS
r 4.73
1.11
tblVehicleEF
UBUS
r 0.53
0.08
tblVehicleEF
UBUS
r 0.01
0.03
tblVehicleEF
UBUS
r 0.04
3.2566e-003
tblVehicleEF
UBUS
r 1.1810e-003
3.9679e-005
tblVehicleEF
UBUS
0.23
0.03
CaIEEMod Version: CaIEEMod.2016.3.2 Page 50 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
tblVehicleEF
UBUS
3.00OOe-003
7.3601 e-003
-----------------------------
tblVehicleEF
Y ----------------------------
UBUS
�-----------------------------T--------------------------
i 0.04
3.1124e-003
tblVehicleEF
UBUS
r 1.0860e-003
3.6483e-005
tblVehicleEF
UBUS
r 6.9610e-003
2.5391e-003
tblVehicleEF
UBUS
r 0.12
0.03
tblVehicleEF
UBUS
r 3.8300e-003
1.7546e-003
tblVehicleEF
UBUS
r 0.52
0.14
tblVehicleEF
UBUS
r 0.04
0.26
tblVehicleEF
UBUS
r 0.98
0.15
tblVehicleEF
UBUS
r 8.6430e-003
4.3416e-003
tblVehicleEF
UBUS
r 1.5750e-003
2.2584e-004
tblVehicleEF
UBUS
r 6.9610e-003
2.5391e-003
tblVehicleEF
UBUS
r 0.12
0.03
tblVehicleEF
UBUS
r 3.8300e-003
1.7546e-003
tblVehicleEF
UBUS
r 2.52
5.65
tblVehicleEF
UBUS
r 0.04
0.26
tblVehicleEF
UBUS
1.07
0.16
2.0 Emissions Summary
CaIEEMod Version: CaIEEMod.2016.3.2 Page 51 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
2.1 Overall Construction (Maximum Daily Emission)
Unmitigated Construction
Mitigated Construction
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Total
I
Year
Ib/day
Ib/day
I 1 I 1 1 I 1 I 1 I 1
2020 •1 0.9923 16.9668 8.5017 0.0340 1.1745 0.5278 1.6464 0.4434 0.4857 0.8898 0.0000 1 3,642.468 0.5805 0.0000 3,656.981
I I I I I I I I 13,642.468 I I
8 I 8 I 1 I 5
'1 I I I 1 I I I I 1 I I 1
• I
--------------J-------J-------J-------J-------J-------J-------J-------J---------------*-------I-------J-------J-------J-------*-------
------
0.8133 0.0970 0.4148 0.5118 0.0000 1,569.627 1,569.627 0.37602021
64.0603 8.6112 8.2971 0.0159 0.3625 0.4508 0.0000 i 1,579.027
64
I I
'1 I I I 1 I I I I • 1 6 I 6 I 1 I 2
'1 I I I 1 I I I I • I I I I I
Maximum
64.0603
16.9668
8.5017
0.0340
1.1745
0.5278
1.6464
0.4434
0.4857
0.8898
0.0000
3,642.468
3,642.468
0.5805
0.0000
3,656.981
11
8
8
8
5
5
Mitigated Construction
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Total
I
Year
Ib/day
Ib/day
I I I 1 I I I I I I 1
2020 •1 0.9923 I 16.9668 I 8.5017 I 0.0340 I 0.8025 I 0.5278 I 1.1658 I 0.1910 I 0.4857 � 0.6374 � 0.0000 1 3,642.468 13,642.468 I 0.5805 I 0.0000 1 3,656.981
8 1 8 I 1 I 5
1 I 1
I
I I I 1 I I 1 I I I 1
2021 •1 64.0603 I 8.6112 I 8.2971 I 0.0159 I 0.3625 I 0.4508 I 0.8133 I 0.0970 I 0.4148 0.5118 � 0.0000 1 1,569.627 11,569.627 I 0.3760 I 0.0000 1,579.027
6 1 6 I 1 I 2
'1 1
I 1 I 1 1 I 1 I 1 I 1 I
Maximum
64.0603
16.9668
8.5017
0.0340
0.8025
0.5278
1.1658
0.1910
0.4857
0.6374
0.0000
3,642.468
3,642.468
0.5805
0.0000
3,656.981
11
8
8
5
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5
Bio- CO2
NBio-CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Total
Percent
0.00
0.00
0.00
0.00
24.21
0.00
19.54
46.71
0.00
18.01
0.00
0.00
0.00
0.00
0.00
0.00
Reduction
CaIEEMod Version: CaIEEMod.2016.3.2 Page 52 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
2.2 Overall Operational
Unmitigated Operational
Mitigated Operational
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
I
I
Category
Ib/day
Ib/day
Area •i 10.2488 i 0.7596 20.6943 i 0.0456 2.6896 i 2.6896 i i 2.6896 2.6896 327.8421 i 635.2018 i 963.0439 i 0.9827 0.0223 994.2433
Energy i 0.0196 i 0.1683 i 0.0768 i 1.0700e- 0.0136 i 0.0136 i i 0.0136 0.0136� i 213.9527 � 213.9527 i 4.1000e- � 3.9200e- � 215.2241
003 003 003 i
003 003 003 i
Mobile •1 1.4060 i 2.9132 i 12.1756 0.0341 i 3.2320 i 0.0411 i 3.2730 i 0.8625 i 0.0387 0.9012 i3,511.1134i3,511.1134i 0.2234 3,516.698
0
Total
11.6744
3.8412
32.9466
0.0808
3.2320
2.7442
5.9761
0.8625
2.7418
0.8625
2.7418
4,360.267
4,688.110
1.2102
0.0262
4,726.165
0.0262
4,726.165
f-7777.8421
9
1
9
1
4
Mitigated Operational
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
I
I
Category
Ib/day
Ib/day
Area ;� 10.2488 i 0.7596 20.6943 i 0.0456 2.6896 i 2.6896 2.6896 2.6896 327.8421 i 635.2018 963.0439 i 0.9827 0.0223 i 994.2433
Energy •i 0.0196 i 0.1683 0.0768 i 1.0700e- 0.0136 i 0.0136 0.0136 0.0136 213.9527 213.9527 i 4.1000e- 3.9200e- i 215.2241
003 003 003 i
Mobile ;� 1.4060 i 2.9132 12.1756 i 0.0341 3.2320 0.0411 i 3.2730 0.8625 i 0.0387 0.9012 3,511.1134:3,511.1134: 0.2234 i 3,516.698
i 0
Total
11.6744
3.8412
32.9466
0.0808
3.2320
2.7442
5.9761
0.8625
2.7418
3.6043
327.8421
4,360.267
4,688.110
1.2102
0.0262
4,726.165
9
1
4
CaIEEMod Version: CaIEEMod.2016.3.2 Page 53 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
3.0 Construction Detail
Construction Phase
Phase
Number
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5
Bio- CO2
NBio-0O2
Total CO2
CH4
N20
CO2e
!9/15/2020
19/15/2020
1 51
1
A
PM10
PM10
Total
PM2.5
PM2.5
Total
2�
A
i
4 •Building Construction +Building Construction
!9/18/2020
Percent
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Reduction
8/19/2021
5,
5.
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
!9/1/2020
19/14/2020
51
10:
A
i _
2 Site Preparation +Site Preparation
!9/15/2020
19/15/2020
1 51
1
A
i _
3 •Grading +Grading
!9/16/2020
19/17/2020
1 51
2�
A
i
4 •Building Construction +Building Construction
!9/18/2020
18/5/2021
1 51
230:
A
i
5 :Paving +Paving
! 8/6/2021
18/12/2021
1 51
5
+
i
i
6 -Architectural Coating :Architectural Coating
8/13/2021
8/19/2021
5,
5.
Acres of Grading (Site Preparation Phase): 0.5
Acres of Grading (Grading Phase): 0
Acres of Paving: 0
Residential Indoor: 69,470; Residential Outdoor: 23,157; Non -Residential Indoor: 16,899; Non -Residential Outdoor: 5,633; Striped Parking
Area: 0 (Architectural Coating — sgft)
OffRoad Equipment
CaIEEMod Version: CaIEEMod.2016.3.2 Page 54 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
Phase Name I Offroad Equipment Type I Amount I Usage Hours I Horse Power I Load Factor
Demolition
'Concrete/Industrial Saws ; 1 ; 8.001
81'
0.73
--------------------------
- - - ------------'-------------
-----------
20.00:LD_Mix
Demolition
'Rubber Tired Dozers 1 1 1.001
247'
0.40
---------------------------
-------------------------------------------------------------------'-------------
-----------
----------�- ---------�
14.701
Demolition
+Tractors/Loaders/Backhoes ; 21 6.001
97'
0.37
--------------------------
�- - - - -------------'-------------
-----------
--------i
0.001
Site Preparation
'Graders 1 1 1 8.001
187'
0.41
---------------------------
�- - - - -------------'-------------
-----------
-------------=---------------''''-,
5;
Site Preparation
+Tractors/Loaders/Backhoes 1 1 1 8.001
97'
0.37
------------------------------------------
�- - - - -
-----------
--------
THHDT
Grading
'Concrete/Industrial Saws 1 11 8.001
81,
0.73
----------------------------
_ i
--------------------------------------------------------------------'-------------
-----------
-----------'
20.00;LD_Mix
Grading
'Rubber Tired Dozers 1 1 1 1.001
247'
0.40
------------------------------------------
�- - - - -
-----------
Grading
+Tractors/Loaders/Backhoes 1 21 6.001
97'
0.37
0.00'
+ ___ i
i
14.70'
6.90,
Building Construction
'Cranes ; 11 4.001
231,
0.29
------------------------------------------
�- - - -
-----------
Building Construction
'Forklifts 1 21 6.001
89'
0.20
---------------------------
�- - - - -------------'-------------
-----------
Building Construction
+Tractors/Loaders/Backhoes ; 21 8.001
97'
0.37
i
�-------------------------- ------------'-------------
-----------
Paving
'Cement and Mortar Mixers ; 41 6.001
9'
0.56
+ _ i
_
Paving
+Pavers ; 11 7.001
130'
0.42
----------------------------
+ i
i
------------------------- --------------------------------------------------------
Paving
'Rollers 1 11 7.001
80'
0.38
---------------------------
�- - - - -------------'-------------
-----------
Paving
+Tractors/Loaders/Backhoes 1 11 7.001
97'
0.37
----------------------------
-------------------------- ----------------- ------------r-------------
Architectural Coating
'Air Compressors 1 6.00'
78'
0.48
Trips and VMT
Phase Name Offroad Equipment Worker Trip Vendor Trip Hauling Trip Worker Trip Vendor Trip Hauling Trip I Worker Vehicle I Vendor I Hauling
Count I Number I Number I Number I Length I Length I Length Class Vehicle Class I Vehicle Class
Demolition
4;
10.00
0.001
45.00;
14.70;
6.90;
20.00:LD_Mix
iHDT_Mix
THHDT
•
A
Site Preparation
- --------------
2;
- i------------
5.00-
--------i
0.001
,
31.00:
----------�- ---------�
14.701
6.90;
-- =------------
20.00;LD_Mix
----------'
iHDT_Mix
--------
THHDT
�- °
Grading
--------------
4;
i------------
10.00:
--------i
0.001
,----------�-
0.00:
------------------------------'
14.701
6.90;
20.00;LD_Mix
iHDT_Mix
--
THHDT
----------------°
�-
Building Construction
-------------=---------------''''-,
5;
i------------
29.00
1----------
6.001
,----------�-
0.00
' ---------
14.701
------------------------'----------'
6.90;
20.00;LD_Mix
iHDT_Mix
--------
THHDT
�- °
Paving
--------------
7;
- i------------
18.00:
--------i4---------------
0.001
,-----------
0.00:
14.701
6.90;
-----------'
20.00;LD_Mix
iHDT_Mix
--
THHDT
e
'
;
Architectural Coating ;
1'
6.00'
0.00'
0.00'
14.70'
6.90,
20.00,LD_Mix
'HDT_Mix
HHDT
CaIEEMod Version: CaIEEMod.2016.3.2 Page 55 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
3.1 Mitigation Measures Construction
Water Exposed Area
3.2 Demolition - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Total
Category
Ib/day
Ib/day
I I I I I I I I 1 I I
Fugitive Dust •I I I I I 0.9844 I 0.0000 I 0.9844 1 0.1490 I 0.0000 0.1490 � I 1 0.0000 I 1 i 0.0000
I I I I I I I 1 I I I
q I
I I I I I I I I 1 I I
Off -Road •I 0.8674 I 7.8729 I 7.6226 I 0.0120 I I 0.4672 I 0.4672 I I 0.4457 � 0.4457 � 11,147.235 1 1,147.235 I 0.2169 1 � 1,152.657
2 I 2 1 I I 8
Total
0.8674
7.8729
7.6226
0.0120
0.9844
0.4672
1.4516
0.1490
0.4457
0.5947
1,147.235
1,147.235
0.2169
1,152.657
2
2
8
CaIEEMod Version: CaIEEMod.2016.3.2 Page 56 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
3.2 Demolition - 2020
Unmitigated Construction Off -Site
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Hauling •i 0.0340 i 1.2374 i 0.3127 � 3.4400e- i 0.0784 � 4.0100e- 0.0824 i 0.0215 3.8300e- 0.0253 383.8761 383.8761 0.0398 i i 384.8708
003 003 003 i
Vendor •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
2 i 2 i i i 8
Worker •i 0.0384 i 0.0242 i 0.3273 � 1.0900e- i 0.1118 � 7.4000e- � 0.1125 i 0.0296 � 6.8000e- 0.0303 � i 109.0044 � 109.0044 � 2.4800e- i i 109.0665
9 003 004 004 003 i
7.8729
Total
0.0724
1.2616
0.6400
4.5300e-
0.1901
4.7500e-
0.1949
0.0511
4.5100e-
0.0556
0.2169
492.8804
492.8804
0.0423
11
003
003
003
2
8
1
1793.9373
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Fugitive Dust •1 0.3839 0.0000 0.3839 0.0581 i 0.0000 0.0581 0.0000 0.0000
Off -Road •i 0.8674 i 7.8729 i 7.6226 i 0.0120 i i 0.4672 i 0.4672 0.4457 0.4457 0.0000 i 1,147.235 i 1,147.235 0.2169 i i 1,152.657
2 i 2 i i i 8
Total
0.8674
7.8729
7.6226
0.0120
0.3839
0.4672
0.8511
0.0581
0.4457
0.5038
0.0000
1,147.235
1,147.235
0.2169
1,152.657
2
2
8
CaIEEMod Version: CaIEEMod.2016.3.2 Page 57 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
3.2 Demolition - 2020
Mitigated Construction Off -Site
3.3 Site Preparation - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Hauling •i 0.0340 i 1.2374 i 0.3127 � 3.4400e- i 0.0784 � 4.0100e- 0.0824 i 0.0215 3.8300e- 0.0253 383.8761 383.8761 0.0398 i i 384.8708
003 003 003 i
Off -Road •i 0.6853 i 8.4307 i 4.0942 i 9.7400e- i i 0.3353 i 0.3353 � i 0.3085 � 0.3085 � i 943.4872 i 943.4872 � 0.3051 i i 951.1158
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Total
Worker •i 0.0384 i 0.0242 i 0.3273 1.0900e- i 0.1118 7.4000e- 0.1125 i 0.0296 6.8000e- 0.0303 i 109.0044 109.0044 2.4800e- i i 109.0665
003 004 004 003 i
4.0942
Total
0.0724
1.2616
0.6400
4.5300e-
0.1901
4.7500e-
0.1949
0.0511
4.5100e-
0.0556
492.8804
492.8804
0.0423
493.9373
003
003
003
003
3.3 Site Preparation - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Fugitive Dust •1 0.5303 0.0000 0.5303 i 0.0573 0.0000 0.0573 0.0000 0.0000
Off -Road •i 0.6853 i 8.4307 i 4.0942 i 9.7400e- i i 0.3353 i 0.3353 � i 0.3085 � 0.3085 � i 943.4872 i 943.4872 � 0.3051 i i 951.1158
003
Total
0.6853
8.4307
4.0942
9.7400e-
0.5303
0.3353
0.8656
0.0573
0.3085
0.3658
943.4872
943.4872
0.3051
951.1158
003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 58 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
3.3 Site Preparation - 2020
Unmitigated Construction Off -Site
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Hauling •i 0.2341 8.5240 2.1538 0.0237 0.5398 0.0276 0.5674 0.1478 0.0264 0.1742 i 2,644.479 2,644.479 0.2741 i 2,651.332
i i i i i
5 i 5 i i i 5
Off -Road •i 0.6853 i 8.4307 i 4.0942 i 9.7400e- i i 0.3353 i 0.3353 0.3085 0.3085 0.0000 i 943.4872 i 943.4872 0.3051 i i 951.1158
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Total
Worker •i 0.0192 0.0121 0.1637 5.5000e- 0.0559 3.7000e- 0.0563 0.0148 3.4000e- 0.0152 � i 54.5022 54.5022 1.2400e- i 54.5332
i i � i � � i � � � i
004 004 004 003 i
4.0942
Total
0.2533
8.5362
2.3175
0.0243
0.5957
0.0280
0.6236
0.1626
0.0267
07T
2,698.981
:7698.981
0.2754
7705.865
003
j
j
j
j
j
j
6
6
7
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Fugitive Dust •1 0.2068 i 0.0000 0.2068 0.0223 i 0.0000 0.0223 0.0000 0.0000
Off -Road •i 0.6853 i 8.4307 i 4.0942 i 9.7400e- i i 0.3353 i 0.3353 0.3085 0.3085 0.0000 i 943.4872 i 943.4872 0.3051 i i 951.1158
003
Total
0.6853
8.4307
4.0942
9.7400e-
0.2068
0.3353
0.5421
0.0223
0.3085
0.3309
0.0000
943.4872
943.4872
0.3051
951.1158
003
j
j
j
j
j
j
CaIEEMod Version: CaIEEMod.2016.3.2 Page 59 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
3.3 Site Preparation - 2020
Mitigated Construction Off -Site
3.4 Grading - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Hauling •i 0.2341 8.5240 2.1538 0.0237 0.5398 0.0276 0.5674 0.1478 0.0264 0.1742 2,644.479 2,644.479 0.2741 i 2,651.332
i i i i � � i
5 i 5 i i i 5
Off -Road •i 0.8674 i 7.8729 i 7.6226 i 0.0120 i � 0.4672 i 0.4672 � i 0.4457 � 0.4457 � i 1,147.235 i 1,147.235 � 0.2169 i i 1,152.657
i i i
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Total
Worker •i 0.0192 0.0121 0.1637 5.5000e- 0.0559 3.7000e- 0.0563 0.0148 3.4000e- 0.0152 � i 54.5022 54.5022 1.2400e- i 54.5332
i i � i � � i � � � i
004 004 004 003 i
7.6226
Total
0.2533
8.5362
2.3175
0.0243
0.5957
0.0280
0.6236
0.1626
0.0267
07T
2,698.981
:7698.981
0.2754
7705.865
2
2
6
6
7
3.4 Grading - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Fugitive Dust •1 0.7528 0.0000 0.7528 0.4138 i 0.0000 0.4138 0.0000 0.0000
Off -Road •i 0.8674 i 7.8729 i 7.6226 i 0.0120 i � 0.4672 i 0.4672 � i 0.4457 � 0.4457 � i 1,147.235 i 1,147.235 � 0.2169 i i 1,152.657
i i i
2 2 i 8
Total
0.8674
7.8729
7.6226
0.0120
0.7528
0.4672
1.2200
0.4138
0.4457
0.8595
1,147.235
1,147.235
0.2169
1,152.657
2
2
8
CaIEEMod Version: CaIEEMod.2016.3.2 Page 60 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
3.4 Grading - 2020
Unmitigated Construction Off -Site
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Off -Road •i 0.8674 i 7.8729 i 7.6226 0.0120 0.4672 0.4672 0.4457 0.4457 0.0000 i 1,147.235 1,147.235 0.2169 i i 1,152.657
i i i
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Total
Worker •i 0.0384 i 0.0242 i 0.3273 1.0900e- i 0.1118 7.4000e- 0.1125 i 0.0296 6.8000e- 0.0303 109.0044 109.0044 2.4800e- i i 109.0665
003 004 004 003 i
7.6226
Total
0.0384
0.0242
0.3273
1.0900e-
0.1118
7.4000e-
0.1125
0.0296
6.8000e-
0.0303
109.0044
109.0044
2.4800e-
109.0665
003
004
2
004
8
003
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Fugitive Dust •1 0.2936 0.0000 0.2936 0.1614 i 0.0000 0.1614 0.0000 0.0000
Off -Road •i 0.8674 i 7.8729 i 7.6226 0.0120 0.4672 0.4672 0.4457 0.4457 0.0000 i 1,147.235 1,147.235 0.2169 i i 1,152.657
i i i
2 2 i 8
Total
0.8674
7.8729
7.6226
0.0120
0.2936
0.4672
0.7608
0.1614
0.4457
0.6070
0.0000
1,147.235
1,147.235
0.2169
1,152.657
2
2
8
CaIEEMod Version: CaIEEMod.2016.3.2 Page 61 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
3.4 Grading - 2020
Mitigated Construction Off -Site
3.5 Building Construction - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000
Total
0.8617
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
7.3875
0.0114
Worker •i 0.0384 i 0.0242 i 0.3273 1.0900e- i 0.1118 7.4000e- 0.1125 i 0.0296 6.8000e- 0.0303 109.0044 109.0044 2.4800e- i i 109.0665
003 004 004 003 i
0.5224
Total
0.0384
0.0242
0.3273
1.0900e-
0.1118
7.4000e-
0.1125
0.0296
6.8000e-
0.0303
109.0044
109.0044
2.4800e-
109.0665
003
1
004
2
004
003
3.5 Building Construction - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Off -Road •i 0.8617 i 8.8523 i 7.3875 0.0114 0.5224 0.5224 0.4806 0.4806 1,102.978 1,102.978 0.3567 i i 1,111.8962
Total
0.8617
8.8523
7.3875
0.0114
0.5224
0.5224
0.4806
0.4806
1,102.978
1,102.978
0.3567
1,111.896
1
1
2
CaIEEMod Version: CaIEEMod.2016.3.2 Page 62 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
3.5 Building Construction - 2020
Unmitigated Construction Off -Site
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Hauling •i 0.0000 i 0.0000 i 0.0000 � 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Total
Vendor •i 0.0192 i 0.6251 i 0.1650 1.4900e- i 0.0383 3.2600e- 0.0416 i 0.0110 3.1200e- 0.0142 i 162.6774 162.6774 0.0132 i i 163.0063
003 003 003 i
Worker •i 0.1115 i 0.0702 i 0.9493 3.1700e- i 0.3242 2.1400e- 0.3263 i 0.0860 1.9700e- 0.0879 316.1127 316.1127 7.2100e- i i 316.2928
003 003 003 003 i
Total
0.1306
0.6953
1.1142
4.6600e-
0.3625
5.4000e-
0.3679
0.0970
5.0900e-
0.1021
478.7900
478.7900
0.0204
479.2991
003
003
1
003
2
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Off -Road •i 0.8617 i 8.8523 7.3875 i 0.0114 i i 0.5224 0.5224 0.4806 0.4806 0.0000 i 1,102.978 1,102.978 0.3567 i i 1,111.8962
Total
0.8617
8.8523
7.3875
0.0114
0.5224
0.5224
0.4806
0.4806
0.0000
1,102.978
1,102.978
0.3567
1,111.896
1
1
2
CaIEEMod Version: CaIEEMod.2016.3.2 Page 63 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
3.5 Building Construction - 2020
Mitigated Construction Off -Site
3.5 Building Construction - 2021
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
8 i 8
Total
162.6774 1 163.0063Vendor •1 0.0192 0.6251 0.1650 1.4900e- 0.0383 3.2600e- 0.0416 0.0110 3.1200e- 0.0142
003 003 003 i
Worker •i 0.1115 i 0.0702 i 0.9493 3.1700e- i 0.3242 2.1400e- 0.3263 i 0.0860 1.9700e- 0.0879 316.1127 316.1127 7.2100e- i i 316.2928
003 003 003 003 i
Total
0.1306
0.6953
1.1142
4.6600e-
0.3625
5.4000e-
0.3679
0.0970
5.0900e-0.1021
1,112.135
478.7900
478.7900
0.0204
j
479.2991
j
j
j
003
003
8
j
003
8
3.5 Building Construction - 2021
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Off -Road •i 0.7750 i 7.9850 7.2637 i 0.0114 0.4475 0.4475 i i 0.4117 0.4117 1,103.215 i 1,103.215 0.3568 i i 1,112.1358
8 i 8
Total
0.7750
7.9850
7.2637
0.0114
0.4475
0.4475
0.4117
0.4117
1,103.215
1,103.215
0.3568
1,112.135
j
j
j
j
8
8
j
j
8
CaIEEMod Version: CaIEEMod.2016.3.2 Page 64 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
3.5 Building Construction - 2021
Unmitigated Construction Off -Site
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000
8 i 8
Vendor •1 0.0160 i 0.5629 i 0.1527 1.4800e- i 0.0383 1.1700e- 0.0395 i 0.0110 1.1200e- 0.0122 i 161.2755 161.2755 0.0127 i i 161.5917
003 003 003 i
Worker •i 0.1047 i 0.0633 i 0.8808 3.0600e- i 0.3242 2.1000e- 0.3263 i 0.0860 1.9300e- 0.0879 305.1363 � 305.1363 6.5300e- i i 305.2997
003 003 003 003 i
0.0114
Total
0.1207
0.6262
1.0335
4.5400e-
0.3625
3.2700e-
0.3658
0.0970
3.0500e-
0.1001
1,112.135
466.4118
466.4118
0.0192
466.8913
003
003
8
8
003
8
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Off -Road •i 0.7750 i 7.9850 i 7.2637 0.0114 0.4475 0.4475 0.4117 0.4117 0.0000 i 1,103.215 1,103.215 0.3568 i i 1,112.1358
8 i 8
Total
0.7750
7.9850
7.2637
0.0114
0.4475
0.4475
0.4117
0.4117
0.0000
1,103.215
1,103.215
0.3568
1,112.135
8
8
8
CaIEEMod Version: CaIEEMod.2016.3.2 Page 65 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
3.5 Building Construction - 2021
Mitigated Construction Off -Site
3.6 Paving - 2021
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Hauling •i 0.0000 i 0.0000 i 0.0000 � 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 � 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
i i i i i
5 i 5 i i i 8
Vendor •1 0.0160 i 0.5629 i 0.1527 1.4800e- i 0.0383 1.1700e- 0.0395 i 0.0110 1.1200e- 0.0122 161.2755 161.2755 0.0127 i i 161.5917
003 003 003 i
Worker •i 0.1047 i 0.0633 i 0.8808 3.0600e- i 0.3242 2.1000e- 0.3263 i 0.0860 1.9300e- 0.0879 - i 305.1363 305.1363 6.5300e- i i 305.2997
003 003 003 003 i
0.7214
Total
0.1207
0.6262
1.0335
4.5400e-
0.3625
3.2700e-
0.3658
0.0970
3.0500e-0.1001
1,035.342
466.4118
0.0192
466.8913
j
003
j
003
j
003
5
[1,035.342
5
j
1'466.4118
8
3.6 Paving - 2021
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Off -Road •i 0.7214 6.7178 7.0899 0.0113 0.3534 0.3534 0.3286 0.3286 1,035.342 1,035.342 0.3016 i 1,042.881
i i i i i
5 i 5 i i i 8
Paving •i 0.0000 i i i i i 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000
Total
0.7214
6.7178
7.0899
0.0113
0.3534
0.3534
0.3286
0.3286
1,035.342
0.3016
1,042.881
j
j
j
j
5
[1,035.342
5
j
8
CaIEEMod Version: CaIEEMod.2016.3.2 Page 66 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
3.6 Paving - 2021
Unmitigated Construction Off -Site
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
I
Category
Ib/day
Ib/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
i i i i
5 i 5 i i i 8
Paving •1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000
Total
0.7214
-----------------------------------------------------'------------------------------------ -------
Worker 0.0650 0.0393 0.5467 1.9000e- 0.2012 1.3000e- 0.2025 0.0534 1.2000e- 0.0546 189.3950 189.3950 4.0600e- 189.4963
003 003 003 003 i
0.0113
Total
0.0650
0.0393
0.5467
1.9000e-
0.2012
1.3000e-
0.2025
0.0534
1.2000e-
0.0546
1,042.881
189.3950
189.3950
4.0600e-
189.4963
003
003
5
5
003
8
003
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
I
Category
Ib/day
Ib/day
Off -Road •i 0.7214 6.7178 7.0899 0.0113 0.3534 0.3534 i 0.3286 0.3286 0.0000 i 1,035.342 1,035.342 0.3016 i i 1,042.881
i i i i
5 i 5 i i i 8
Paving •1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total
0.7214
6.7178
7.0899
0.0113
0.3534
0.3534
0.3286
0.3286
0.0000
1,035.342
1,035.342
0.3016
1,042.881
11
5
5
8
CaIEEMod Version: CaIEEMod.2016.3.2 Page 67 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
3.6 Paving - 2021
Mitigated Construction Off -Site
3.7 Architectural Coating - 2021
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000
003
-----------------------------------------------------'------------------------------------ -------
Worker 0.0650 0.0393 0.5467 1.9000e- 0.2012 1.3000e- 0.2025 0.0534 1.2000e- 0.0546 189.3950 189.3950 4.0600e- 189.4963
003 003 003 003 i
1.5268
Total
0.0650
0.0393
0.5467
1.9000e-
0.2012
1.3000e-
0.2025
0.0534
1.2000e-
0.0546
0.0193
189.3950
189.3950
4.0600e-
189.4963
003
003
003
003
003
3.7 Architectural Coating - 2021
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Archit. Coating •i 63.8198 0.0000 i 0.0000 i i 0.0000 0.0000 0.0000 0.0000
Off -Road •i 0.2189 i 1.5268 i 1.8176 i 2.9700e- i � 0.0941 i 0.0941 � i 0.0941 � 0.0941 � i 281.4481 i 281.4481 � 0.0193 i i 281.9309
003
Total
64.0387
1.5268
1.8176
2.9700e-
0.0941
0.0941
0.0941
0.0941
281.4481
281.4481
0.0193
281.9309
003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 68 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
3.7 Architectural Coating - 2021
Unmitigated Construction Off -Site
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Off -Road •1 0.2189 i 1.5268 i 1.8176 2.9700e- 0.0941 0.0941 0.0941 0.0941 0.0000 i 281.4481 281.4481 0.0193 i i 281.9309
Worker •i 0.0217 0.0131 0.1822 6.3000e- 0.0671 4.3000e- 0.0675 0.0178 4.000Oe- 0.0182 :--63-.-1317 63.1317 1.3500e- i 63.1655
i i i � i � i
004 004 004 003 i
Total
Total
0.0217
0.0131
0.1822
6.3000e-
0.0671
4.3000e-
0.0675
0.0178
4.000Oe-
0.0182
281.4481
63.1317
63.1317
1.3500e-
281.9309
63.1655
003
004
004
004
003
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Archit. Coating •i 63.8198 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off -Road •1 0.2189 i 1.5268 i 1.8176 2.9700e- 0.0941 0.0941 0.0941 0.0941 0.0000 i 281.4481 281.4481 0.0193 i i 281.9309
003
Total
64.0387
1.5268
1.8176
2.9700e-
0.0941
0.0941
0.0941
0.0941
0.0000
281.4481
281.4481
0.0193
281.9309
11
003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 69 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
3.7 Architectural Coating - 2021
Mitigated Construction Off -Site
4.0 Operational Detail - Mobile
4.1 Mitigation Measures Mobile
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000
�
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Worker •i 0.0217 0.0131 0.1822 6.3000e- 0.0671 4.3000e- 0.0675 0.0178 4.00OOe- 0.0182 :--63-.-1317 63.1317 1.3500e- i 63.1655
i i i � i � i
004 004 004 003 i
Total
0.0217
0.0131
0.1822
6.3000e-
0.0671
4.3000e-
0.0675
0.0178
4.00OOe-
0.0182
63.1317
63.1317
1.3500e-
63.1655
004
004
004
003
4.0 Operational Detail - Mobile
4.1 Mitigation Measures Mobile
CaIEEMod Version: CaIEEMod.2016.3.2 Page 70 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
4.2 Trip Summary Information
ROG
I NOx
I CO
I 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
Category
Ib/day
--------------------
; 4.13 1.92
-----------------------:--------------------------
72,371
72,371
Ib/day
Mitigated •i 1.4060 i 2.9132 i 12.1756 i 0.0341 i 3.2320 i 0.0411
i 3.2730
i 0.8625
i 0.0387 0.9012
i3,511.1134:3,511.1134i 0.2234 i
i 3,516.698
1,423,099
1,423,099
i 1 i
i 0
Unmitigated
1.4060 2.9132 12.1756 0.0341 3.2320 0.0411
3.2730
0.8625
0.0387 0.9012
-3,511.1134.3,511.1134• 0.2234
3,516.698
0
4.2 Trip Summary Information
4.3 Trip Type Information
Miles I Trip % I Trip Purpose
Land Use I H -W or C -W I H -S or C -C I H -O or C -NW IH -W or C -W I H -S or C -C I H -O or C -NW I Primary I Diverted I Pass -by
Condo/Townhouse• • • • •` _ _ _ 14.70_ _ _ - 5.90 8.70 i 40.20 19.20 40.60 86 11 3
........................ ------ --------- --------- -------- ----------------
Office Park 16.60 8.40 6.90 33.00 I 48.00 19.00 ; 82 ; 15 ; 3
Strip Mall 16.60 8.40 6.90 16.60 64.40 19.00 45 40 15
4.4 Fleet Mix
Average Daily Trip Rate
Unmitigated
Mitigated
Land Use
Weekday
Saturday
Sunday
Annual VMT
Annual VMT
Condo/Townhouse
; 203.35
; 198.45 169.40
675,913
675,913
......................................------------
Office Park
; 28.78
--------------------
; 4.13 1.92
-----------------------:--------------------------
72,371
72,371
•...........................................6--__;-----------
Strip
---- -- -- - -
-------------6-------
-- - - - - - - ---------- - - - - --
674
Total
619.49
570.01 349.87
1,423,099
1,423,099
4.3 Trip Type Information
Miles I Trip % I Trip Purpose
Land Use I H -W or C -W I H -S or C -C I H -O or C -NW IH -W or C -W I H -S or C -C I H -O or C -NW I Primary I Diverted I Pass -by
Condo/Townhouse• • • • •` _ _ _ 14.70_ _ _ - 5.90 8.70 i 40.20 19.20 40.60 86 11 3
........................ ------ --------- --------- -------- ----------------
Office Park 16.60 8.40 6.90 33.00 I 48.00 19.00 ; 82 ; 15 ; 3
Strip Mall 16.60 8.40 6.90 16.60 64.40 19.00 45 40 15
4.4 Fleet Mix
CalEEMod Version: CalEEMod.2016.3.2 Page 71 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
Land Use
LDA
LDT1
LDT2
MDV
LHD1
LHD2
MHD
HHD
OBUS
UBUS
MCY
SBUS
MH
Condo/Townhouse
0.558976+
0.043534
0.209821
0.113949;
0.016111;
0.005791
0.025447;
0.016654
0.001713;
0.001553;
0.004896;
0.0005901
0.000966
Mitigated ;i 003.
r
i 003 003 i
NaturalGas
0.0196 0.1683 0.0768 1.0700e-
- 0.0136
0.0136
- 0.0136 0.0136
213.9527 - 213.9527 4.1000e- - 3.9200e- 215.2241
Unmitigated
003
003 003
Office Park
0.558976+
0.0435341
0.2098211
0.1139491
0.0161111
0.0057911
0.0254471
0.0166541
0.0017131
0.0015531
0.0048961
0.000590
0.000966
-----------------------
-------- -------- E--------
E-------- E-------- E-------- E-------- E-------- E-------- E--------
E-------- E--------
-------
Strip Mall
0.558976.
0.043534,
0.209821,
0.113949,
0.016111,
0.005791,
0.025447
0.016654
0.001713
0.001553
0.004896,
0.000590,
0.000966
5.0 Energy Detail
Historical Energy Use: N
5.1 Mitigation Measures Energy
ROG
I NOx
I CO
I SO2
I Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
I N20
CO2e
Category
Ib/day
Ib/day
NaturalGas •i 0.0196 i 0.1683 i 0.0768 1.0700e-
i i 0.0136
0.0136
0.0136 0.0136
213.9527 213.9527 4.1000e- i 3.9200e- 1 215.2241
Mitigated ;i 003.
i 003 003 i
NaturalGas
0.0196 0.1683 0.0768 1.0700e-
- 0.0136
0.0136
- 0.0136 0.0136
213.9527 - 213.9527 4.1000e- - 3.9200e- 215.2241
Unmitigated
003
003 003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 72 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
5.2 Energy by Land Use - NaturalGas
Unmitigated
Mitigated
NaturalGa
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
Bio -0O2
NBio- CO2
Total CO2
CH4
N20
CO2e
s Use
I
I
PM10
I
PM10
Total
PM2.5
PM2.5
I
IPM2.5Total
INBio-CO2
I
Land Use
kBTU/yr
Ib/day
Ib/day
Condo/Townhous
: 1692.05 •i 0.0183 i 0.1559 0.0664 � 1.000Oe- 0.0126 i 0.0126 0.0126 ; 0.0126 i 199.0643 199.0643 i 3.8200e- i 3.6500e- 200.2473
e
i �� 003 003 003 i
Office Park
78.6555 •i 8.5000e- i 7.7100e- 6.4800e- 5.000Oe- i 5.9000e- i 5.9000e- 5.9000e- 5.9000e- i 9.2536 9.2536 i 1.8000e- i 1.7000e- 9.3086
i
004 003 003 005 004 004 004 004 004 004
---- -----�
Strip Mall
i i � i i i � � i i i i
------------------------------------------------------------------------ -----------------------
47.8959 •i 5.2000e- i 4.7000e- 3.9400e- 3.000Oe- i 3.6000e- i 3.6000e- 3.6000e- ; 3.6000e- i 5.6348 5.6348 i 1.1000e- i 1.000Oe- i 5.6683
004 003 003 005 004 004 004 004 004 004
i � � � � � � � i i i i
Total
0.0196
0.1683
0.0768
1.0800e-
0.0136
0.0136
0.0136
0.0136
213.9527
213.9527
4.1100e-
3.9200e-
215.2241
11
003
003
003
Mitigated
6.0 Area Detail
NaturalGa
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
s Use
I
I
PM10
PM10
Total
PM2.5
PM2.5
IPM2.5Total
Land Use
kBTU/yr
Ib/day
Ib/day
Condo/Townhous
1.69205 �i 0.0183 i 0.1559 0.0664 1.000Oe- 0.0126 i 0.0126 0.0126 ; 0.0126 199.0643 199.0643 i 3.8200e- i 3.6500e- i 200.2473
e
003 . 003 003 i
-----------
-�------,r-------�
Office Park0.0786555:i
--------------'-----------------------------------'---------------+-------j---- - - - j - - ------
i i i i i i r ------i i i ----
8.5000e- i 7.7100e- 6.4800e- 5.000Oe- i 5.9000e- i 5.9000e- 5.9000e- ; 5.9000e- i 9.2536 9.2536 i 1.8000e- i 1.7000e- i 9.3086
004 003 003 005 004 004 004 004 004 i 004
--------
Strip Mall
i � � i � i � � •
•� ------- ----- -- ----- ----------- -- --- ---- --- -------------'---------------+-------� ---- ----- ------------
�0.0478959•i 5.2000e- i 4.7000e- 3.9400e- 3.000Oe- i 3.6000e- i 3.6000e- 3.6000e- ; 3.6000e- • i 5.6348 5.6348 i 1.1000e- i 1.000Oe- 5.6683
004 003 003 005 004 004 004 004 ; i 004 004
Total
0.0196
0.1683
0.0768
1.0800e-
0.0136
0.0136
0.0136
0.0136
213.9527
213.9527
4.1100e-
3.9200e-
215.2241
11
003
003
003
6.0 Area Detail
CaIEEMod Version: CaIEEMod.2016.3.2 Page 73 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
6.1 Mitigation Measures Area
ROG
NOx
CO
SO2
I Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
I N20
CO2e
Category
Ib/day
Ib/day
Mitigated �� 10.2488 � 0.7596
� 20.6943 � 0.0456 � � 2.6896
� 2.6896
� � 2.6896
2.6896 � 327.8421 � 635.2018 � 963.0439 � 0.9827
� 0.0223 i 994.2433
Unmitigated
10.2488 0.7596
20.6943 0.0456 2.6896
2.6896
2.6896
2.6896 • 327.8421 635.2018 963.0439 0.9827
0.0223 994.2433
CaIEEMod Version: CaIEEMod.2016.3.2 Page 74 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
6.2 Area by SubCategory
Unmitigated
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Subcategory
Ib/day
Ib/day
Architectural •i 0.0874 i � i i � 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000
Coating
Consumer •i 0.9023 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000
Products
Hearth •i 9.1713 0.7262 17.7993 0.0454 2.6736 2.6736 2.6736 2.6736 327.8421 i 630.0000 957.8421 0.9777 0.0223 988.9153
i i i i
Landscaping •i 0.0878 0.0334 2.8950 1.5000e- 0.0160 0.0160 0.0160 0.0160 i 5.2018 5.2018 5.0500e- 5.3279
i i i i i
004 003
Total
10.2488
0.7596
20.6943
0.0456
2.6896
2.6896
2.6896
F-77.84211
635.2018
963.0439
0.9827
0.0223
994.2433
CaIEEMod Version: CaIEEMod.2016.3.2 Page 75 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
6.2 Area by SubCategory
Mitigated
7.0 Water Detail
7.1 Mitigation Measures Water
8.0 Waste Detail
8.1 Mitigation Measures Waste
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Subcategory
Ib/day
Ib/day
Architectural •i 0.0874 i � i i � 0.0000 i 0.0000 0.0000 0.0000 i � 0.0000 0.0000
•
Coating
Consumer •i 0.9023 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000
Products
Hearth •i 9.1713 0.7262 17.7993 0.0454 2.6736 2.6736 2.6736 2.6736 327.8421 i 630.0000 957.8421 0.9777 0.0223 1 988.9153
i i i i
Landscaping •i 0.0878 0.0334 2.8950 1.5000e- 0.0160 0.0160 0.0160 0.0160 i 5.2018 5.2018 5.0500e- 5.3279
i i i i i
004 003
Total
10.2488
0.7596
20.6943
0.0456
2.6896
2.6896
2.6896
F-77.84211
635.2018
963.0439
0.9827
0.0223
994.2433
7.0 Water Detail
7.1 Mitigation Measures Water
8.0 Waste Detail
8.1 Mitigation Measures Waste
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
CaIEEMod Version: CaIEEMod.2016.3.2 Page 76 of 76 Date: 6/8/2020 9:42 AM
2510 West Coast Highway - Orange County, Summer
Fire Pumos and Emeraencv Generators
IEquipment Type I Number I Hours/Day I Hours/Year I Horse Power I Load Factor I Fuel Type I
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type
User Defined Equipment
Equipment Type Number
11.0 Vegetation
CaIEEMod Version: CaIEEMod.2016.3.2 Page 1 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
2510 West Coast Highway
Orange County, Winter
1.0 Project Characteristics
1.1 Land Usage
Land Uses
Size
Metric
Lot Acreage
Floor Surface Area
Population
Office Park
2.52 +
1000sgft
; 0.00 2,525.00
i 0
•------------------------------_------------------------------_------------------------------=
Condo/Townhouse 35.00
--- --------- ------------i-------------------
Dwelling Unit 0.98 34,306.00 -+ 100
+
;
•------------------------------_------------------------------_-------------------------------------------}------------------E---------------
T
Strip Mall
8.74
1000sgft
0.00 8,741.00
0
1.2 Other Project Characteristics
Urbanization Urban Wind Speed (m/s) 2.2 Precipitation Freq (Days) 30
Climate Zone 8 Operational Year 2021
Utility Company Southern California Edison
CO2 Intensity 702.44 CH4Intensity 0.029 N20 Intensity 0.006
(Ib/MWhr) (Ib/MWhr) (Ib/MWhr)
1.3 User Entered Comments & Non -Default Data
CalEEMod Version: CalEEMod.2016.3.2 Page 2 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
Project Characteristics -
Land Use - Per noise study and architectural drawing
Construction Phase - Per AQ memo
Demolition -
Grading -
Vehicle Emission Factors -
Vehicle Emission Factors -
Vehicle Emission Factors -
Land Use Change -
Construction Off-road Equipment Mitigation -
Table Name
Column Name
Default Value
New Value
tblConstruction Phase
NumDays i 100.00
230.00
----------------------------_------------------------------r-----------------------------t--------------------------
tblGradin
Material Imported 0.00 310.00
----------------------------
tblLandUse
------------------------------ --------------------------------------------------------
Land UseSquareFeet 2,520.00 2,525.00
----------------------------
tblLandUse
------------------------------ t----------------------------- t-------------------------
Land UseSquareFeet 35,000.00 34,306.00
-----------------------------_-----------------------------r-----------------------------t--------------------------
tblLandUse
Land UseSquareFeet 1 8,740.00 8,741.00
-----------------------------
tblLandUse
------------------------------ ------------t--------------------------
LotAcrea e } 0.06 0.00
-----------------------------
tblLandUse
------------------------------ ------------t--------------------------
LotAcrea e } 2.19 0.98
-----------------------------
tblLandUse
------------------------------ ------------t--------------------------
LotAcrea e } 0.20 0.00
-----------------------------
tblVehicleEF
------------------------------ t-----------------------------t--------------------------
HHD 0.63 0.03
-----------------------------
tblVehicleEF
------------------------------ t----------------------------- t--------------------------
HHD 0.16 0.14
-----------------------------
tblVehicleEF
------------------------------ t----------------------------- t--------------------------
HHD 0.08 8.1503e-007
-----------------------------
tblVehicleEF
------------------------------ t----------------------------- t--------------------------
HHD 2.36 5.39
-----------------------------
tblVehicleEF
------------------------------ t----------------------------- t--------------------------
HHD 1.29 0.84
-----------------------------
tblVehicleEF
------------------------------ t----------------------------- t--------------------------
HHD 3.99 0.01
-----------------------------
tblVehicleEF
------------------------------ ------------------------------ --------------------------
HHD 4,116.44 1,057.87
CaIEEMod Version: CaIEEMod.2016.3.2 Page 3 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
tblVehicleEF
HHD
1,683.99
1,517.44
-----------------------------
tblVehicleEF
Y ----------------------------
HHD
�-----------------------------T--------------------------
i 12.64
0.09
tblVehicleEF
HHD
r 20.04
5.92
tblVehicleEF
HHD
r 3.96
3.93
tblVehicleEF
HHD
r 0.02
8.4879e-003
tblVehicleEF
HHD
r 0.06
0.06
tblVehicleEF
HHD
r 0.03
0.04
tblVehicleEF
HHD
r 0.02
0.05
tblVehicleEF
HHD
r 1.1600e-004
1.4783e-006
tblVehicleEF
HHD
r 0.02
8.1207e-003
tblVehicleEF
HHD
r 0.03
0.03
tblVehicleEF
HHD
r 8.6750e-003
8.7677e-003
tblVehicleEF
HHD
r 0.02
0.05
tblVehicleEF
HHD
r 1.0700e-004
1.3593e-006
tblVehicleEF
HHD
r 1.1800e-004
5.8030e-006
tblVehicleEF
HHD
r 4.9160e-003
2.4273e-004
tblVehicleEF
HHD
r 0.57
0.41
tblVehicleEF
HHD
r 8.9000e-005
4.1063e-006
tblVehicleEF
HHD
r 0.13
0.12
tblVehicleEF
HHD
r 4.6300e-004
1.1212e-003
tblVehicleE F
HHD
r 0.10
4.2665e-006
tblVehicleEF
HHD
r 0.04
9.6941 e-003
tblVehicleEF
HHD
r 0.02
0.01
tblVehicleEF
HHD
r 1.9200e-004
8.5664e-007
tblVehicleEF
HHD
r 1.1800e-004
5.8030e-006
tblVehicleEF
HHD
r 4.9160e-003
2.4273e-004
tblVehicleEF
HHD
0.68
0.48
CaIEEMod Version: CaIEEMod.2016.3.2 Page 4 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
HHD
8.9000e-005
4.1063e-006
-----------------------------
tblVehicleEF
Y ----------------------------
HHD
�-----------------------------4--------------------------
i 0.31
0.27
tblVehicleEF
HHD
r 4.6300e-004
1.1212e-003
tblVehicleEF
HHD
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4.6713e-006
tblVehicleEF
HHD
r 0.59
0.03
tblVehicleEF
HHD
r 0.16
0.14
tblVehicleE F
HHD
r 0.08
7.8282e-007
tblVehicleEF
HHD
r 1.72
5.25
tblVehicleEF
HHD
r 1.30
0.84
tblVehicleEF
HHD
r 3.80
0.01
tblVehicleEF
HHD
} 4,359.67
1,057.02
tblVehicleEF
HHD
} 1,683.99
1,517.44
tblVehicleEF
HHD
r 12.64
0.09
tblVehicleEF
HHD
r 20.68
5.78
tblVehicleEF
HHD
r 3.75
3.72
tblVehicleEF
HHD
r 0.02
7.8073e-003
tblVehicleEF
HHD
r 0.06
0.06
tblVehicleEF
HHD
r 0.03
0.04
tblVehicleEF
HHD
r 0.02
0.05
tblVehicleEF
HHD
r 1.1600e-004
1.4783e-006
tblVehicleE F
HHD
r 0.02
7.4696e-003
tblVehicleEF
HHD
r 0.03
0.03
tblVehicleEF
HHD
r 8.6750e-003
8.7677e-003
tblVehicleEF
HHD
r 0.02
0.05
tblVehicleEF
HHD
r 1.0700e-004
1.3593e-006
tblVehicleEF
HHD
r 1.6900e-004
8.5198e-006
tblVehicleE F
HHD
5.0090e-003
2.4616e-004
CaIEEMod Version: CaIEEMod.2016.3.2 Page 5 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
HHD
0.54
0.43
-----------------------------
tblVehicleEF
Y ----------------------------
HHD
�-----------------------------T--------------------------
i 1.2500e-004
6.0857e-006
tblVehicleEF
HHD
r 0.13
0.12
tblVehicleEF
HHD
r 4.4900e-004
1.1012e-003
tblVehicleEF
HHD
r 0.09
4.1088e-006
tblVehicleE F
HHD
r 0.04
9.6851 e-003
tblVehicleEF
HHD
r 0.02
0.01
tblVehicleEF
HHD
r 1.8900e-004
8.4844e-007
tblVehicleEF
HHD
r 1.6900e-004
8.5198e-006
tblVehicleEF
HHD
r 5.0090e-003
2.4616e-004
tblVehicleEF
HHD
r 0.64
0.50
tblVehicleEF
HHD
r 1.2500e-004
6.0857e-006
tblVehicleEF
HHD
r 0.31
0.27
tblVehicleEF
HHD
r 4.4900e-004
1.1012e-003
tblVehicleEF
HHD
r 0.10
4.4987e-006
tblVehicleEF
HHD
r 0.68
0.02
tblVehicleE F
HHD
r 0.16
5.0361 e-003
tblVehicleE F
HHD
r 0.08
8.2267e-007
tblVehicleEF
HHD
r 3.25
5.42
tblVehicleEF
HHD
r 1.29
0.46
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HHD
r 4.03
0.01
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HHD
} 3,780.54
1,027.42
tblVehicleEF
HHD
} 1,683.99
1,421.63
tblVehicleEF
HHD
r 12.64
0.09
tblVehicleEF
HHD
r 19.16
5.92
tblVehicleEF
HHD
r 3.89
3.78
tblVehicleEF
HHD
0.02
8.9816e-003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 6 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
HHD
0.06
0.06
-----------------------------
tblVehicleEF
Y ----------------------------
HHD
�-----------------------------4--------------------------
i 0.03
0.03
tblVehicleEF
HHD
r 0.02
0.05
tblVehicleEF
HHD
r 1.1600e-004
1.4783e-006
tblVehicleEF
HHD
r 0.02
8.5930e-003
tblVehicleEF
HHD
r 0.03
0.03
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HHD
r 8.6750e-003
8.5162e-003
tblVehicleEF
HHD
r 0.02
0.05
tblVehicleEF
HHD
r 1.0700e-004
1.3593e-006
tblVehicleEF
HHD
r 1.1700e-004
6.0588e-006
tblVehicleEF
HHD
r 5.3110e-003
2.7018e-004
tblVehicleEF
HHD
r 0.61
0.39
tblVehicleEF
HHD
r 9.00OOe-005
4.2977e-006
tblVehicleEF
HHD
r 0.13
0.11
tblVehicleEF
HHD
r 5.0200e-004
1.1943e-003
tblVehicleEF
HHD
r 0.10
4.3030e-006
tblVehicleE F
HHD
r 0.03
9.7066e-003
tblVehicleEF
HHD
r 0.02
0.01
tblVehicleEF
HHD
r 1.9300e-004
8.5821e-007
tblVehicleEF
HHD
r 1.1700e-004
6.0588e-006
tblVehicleEF
HHD
r 5.3110e-003
2.7018e-004
tblVehicleEF
HHD
r 0.73
0.44
tblVehicleEF
HHD
r 9.00OOe-005
4.2977e-006
tblVehicleEF
HHD
r 0.31
0.12
tblVehicleEF
HHD
r 5.0200e-004
1.1943e-003
tblVehicleEF
HHD
r 0.11
4.7113e-006
tblVehicleEF
LDA
4.3340e-003
2.6622e-003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 7 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
LDA
5.1760e-003
0.05
-----------------------------
tblVehicleEF
Y ----------------------------
LDA
�-----------------------------4--------------------------
i 0.58
0.68
tblVehicleEF
LDA
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2.11
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LDA
r 263.86
265.52
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LDA
r 58.33
54.23
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LDA
r 0.05
0.04
tblVehicleEF
LDA
r 0.04
0.04
tblVehicleEF
LDA
r 8.00OOe-003
7.8475e-003
tblVehicleEF
LDA
r 1.9130e-003
1.6723e-003
tblVehicleEF
LDA
r 2.2790e-003
1.9248e-003
tblVehicleEF
LDA
r 0.02
0.02
tblVehicleEF
LDA
r 2.00OOe-003
1.9619e-003
tblVehicleEF
LDA
r 1.7630e-003
1.5403e-003
tblVehicleEF
LDA
r 2.0960e-003
1.7699e-003
tblVehicleEF
LDA
r 0.04
0.05
tblVehicleEF
LDA
r 0.09
0.10
tblVehicleEF
LDA
r 0.03
0.05
tblVehicleEF
LDA
r 0.01
0.01
tblVehicleEF
LDA
r 0.04
0.21
tblVehicleEF
LDA
r 0.07
0.23
tblVehicleEF
LDA
r 2.6420e-003
2.6267e-003
tblVehicleEF
LDA
r 6.020Oe-004
5.3662e-004
tblVehicleEF
LDA
r 0.04
0.05
tblVehicleEF
LDA
r 0.09
0.10
tblVehicleEF
LDA
0.03
r
0.05
tblVehicleEF
LDA
0.02
r
0.01
tblVehicleEF
LDA
0.04
0.21
CaIEEMod Version: CaIEEMod.2016.3.2 Page 8 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
LDA
0.08
0.25
-----------------------------
tblVehicleEF
Y ----------------------------
LDA
�-----------------------------4--------------------------
i 4.5760e-003
2.8325e-003
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LDA
r 4.6500e-003
0.05
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LDA
r 0.63
0.74
tblVehicleEF
LDA
r 0.95
1.82
tblVehicleEF
LDA
r 274.96
276.40
tblVehicleEF
LDA
r 58.33
53.69
tblVehicleEF
LDA
r 0.04
0.03
tblVehicleEF
LDA
r 0.04
0.04
tblVehicleEF
LDA
r 8.00OOe-003
7.8475e-003
tblVehicleEF
LDA
r 1.9130e-003
1.6723e-003
tblVehicleEF
LDA
r 2.2790e-003
1.9248e-003
tblVehicleEF
LDA
r 0.02
0.02
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LDA
r 2.00OOe-003
1.9619e-003
tblVehicleEF
LDA
r 1.7630e-003
1.5403e-003
tblVehicleEF
LDA
r 2.0960e-003
1.7699e-003
tblVehicleEF
LDA
r 0.05
0.07
tblVehicleEF
LDA
r 0.09
0.10
tblVehicleEF
LDA
r 0.05
0.07
tblVehicleEF
LDA
r 0.01
0.01
tblVehicleEF
LDA
r 0.04
0.19
tblVehicleEF
LDA
r 0.06
0.21
tblVehicleEF
LDA
r 2.7540e-003
2.7344e-003
tblVehicleEF
LDA
r 5.9900e-004
5.3128e-004
tblVehicleEF
LDA
0.05
r
0.07
tblVehicleEF
LDA
0.09
r
0.10
tblVehicleEF
LDA
0.05
0.07
CaIEEMod Version: CaIEEMod.2016.3.2 Page 9 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
LDA
0.02
0.02
-----------------------------
tblVehicleEF
Y ----------------------------
LDA
�-----------------------------4--------------------------
i 0.04
0.19
tblVehicleEF
LDA
r 0.07
0.23
tblVehicleEF
LDA
r 4.2520e-003
2.6083e-003
tblVehicleEF
LDA
r 5.2830e-003
0.05
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LDA
r 0.56
0.65
tblVehicleEF
LDA
r 1.13
2.18
tblVehicleEF
LDA
r 259.76
261.50
tblVehicleEF
LDA
r 58.33
54.34
tblVehicleEF
LDA
r 0.05
0.04
tblVehicleEF
LDA
r 0.04
0.04
tblVehicleEF
LDA
r 8.00OOe-003
7.8475e-003
tblVehicleEF
LDA
r 1.9130e-003
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tblVehicleEF
LDA
r 2.2790e-003
1.9248e-003
tblVehicleEF
LDA
r 0.02
0.02
tblVehicleEF
LDA
r 2.00OOe-003
1.9619e-003
tblVehicleEF
LDA
r 1.7630e-003
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tblVehicleEF
LDA
r 2.0960e-003
1.7699e-003
tblVehicleEF
LDA
r 0.04
0.05
tblVehicleEF
LDA
r 0.10
0.10
tblVehicleEF
LDA
r 0.03
0.05
tblVehicleEF
LDA
r 0.01
0.01
tblVehicleEF
LDA
r 0.04
0.23
tblVehicleEF
LDA
r 0.07
0.23
tblVehicleEF
LDA
r 2.6010e-003
2.5869e-003
tblVehicleEF
LDA
r 6.0200e-004
5.3778e-004
tblVehicleEF
LDA
0.04
0.05
CaIEEMod Version: CaIEEMod.2016.3.2 Page 10 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
LDA
0.10
0.10
-----------------------------
tblVehicleEF
Y ----------------------------
LDA
�-----------------------------4--------------------------
i 0.03
0.05
tblVehicleEF
LDA
r 0.02
0.01
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LDA
r 0.04
0.23
tblVehicleEF
LDA
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0.26
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r 9.9920e-003
6.2082e-003
tblVehicleEF
LDT1
r 0.01
0.07
tblVehicleEF
LDT1
r 1.19
1.26
tblVehicleEF
LDT1
r 2.74
2.32
tblVehicleEF
LDT1
r 324.21
313.05
tblVehicleEF
LDT1
r 71.81
65.11
tblVehicleEF
LDT1
r 0.11
0.10
tblVehicleEF
LDT1
r 0.04
0.04
tblVehicleEF
LDT1
r 8.00OOe-003
7.9540e-003
tblVehicleEF
LDT1
r 2.5570e-003
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tblVehicleEF
LDT1
r 3.2780e-003
2.6454e-003
tblVehicleEF
LDT1
r 0.02
0.02
tblVehicleEF
LDT1
r 2.00OOe-003
1.9885e-003
tblVehicleEF
LDT1
r 2.3530e-003
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tblVehicleEF
LDT1
r 3.0150e-003
2.4325e-003
tblVehicleEF
LDT1
r 0.12
0.12
tblVehicleEF
LDT1
r 0.25
0.19
tblVehicleEF
LDT1
r 0.10
0.11
tblVehicleEF
LDT1
r 0.02
0.03
tblVehicleEF
LDT1
r 0.16
0.66
tblVehicleEF
LDT1
r 0.19
0.36
tblVehicleEF
LDT1
3.2560e-003
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 11 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
LDT1
7.6600e-004
6.4435e-004
-----------------------------
tblVehicleEF
Y ----------------------------
LDT1
�-----------------------------4--------------------------
i 0.12
0.12
tblVehicleEF
LDT1
r 0.25
0.19
tblVehicleEF
LDT1
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0.11
tblVehicleEF
LDT1
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tblVehicleEF
LDT1
r 0.16
0.66
tblVehicleEF
LDT1
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0.40
tblVehicleEF
LDT1
r 0.01
6.5571 e-003
tblVehicleEF
LDT1
r 0.01
0.07
tblVehicleEF
LDT1
r 1.28
1.36
tblVehicleEF
LDT1
r 2.36
2.00
tblVehicleEF
LDT1
r 337.31
324.18
tblVehicleEF
LDT1
r 71.81
64.47
tblVehicleEF
LDT1
r 0.10
0.09
tblVehicleEF
LDT1
r 0.04
0.04
tblVehicleEF
LDT1
r 8.00OOe-003
7.9540e-003
tblVehicleEF
LDT1
r 2.5570e-003
2.3060e-003
tblVehicleEF
LDT1
r 3.2780e-003
2.6454e-003
tblVehicleEF
LDT1
r 0.02
0.02
tblVehicleEF
LDT1
r 2.00OOe-003
1.9885e-003
tblVehicleEF
LDT1
r 2.3530e-003
2.1217e-003
tblVehicleEF
LDT1
r 3.0150e-003
2.4325e-003
tblVehicleEF
LDT1
r 0.17
0.18
tblVehicleEF
LDT1
r 0.26
0.20
tblVehicleEF
LDT1
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tblVehicleEF
LDT1
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tblVehicleEF
LDT1
0.14
0.61
CaIEEMod Version: CaIEEMod.2016.3.2 Page 12 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
LDT1
0.17
0.32
-----------------------------
tblVehicleEF
Y ----------------------------
LDT1
-----------------------------4--------------------------
3.3880e-003
r
3.2080e-003
tblVehicleEF
LDT1
7.5900e-004
r
6.3799e-004
tblVehicleEF
LDT1
0.17
r
0.18
tblVehicleEF
LDT1
0.26
r
0.20
tblVehicleEF
LDT1
0.14
r
0.15
tblVehicleEF
LDT1
0.04
r
0.04
tblVehicleEF
LDT1
0.14
r
0.61
tblVehicleEF
LDT1
0.19
r
0.36
tblVehicleEF
LDT1
9.8200e-003
r
6.0953e-003
tblVehicleEF
LDT1
0.01
r
0.07
tblVehicleEF
LDT1
1.16
r
1.22
tblVehicleEF
LDT1
2.82
r
2.40
tblVehicleEF
LDT1
319.38
r
308.94
tblVehicleEF
LDT1
71.81
r
65.25
tblVehicleEF
LDT1
0.11
r
0.10
tblVehicleEF
LDT1
0.04
r
0.04
tblVehicleEF
LDT1
8.00OOe-003
r
7.9540e-003
tblVehicleEF
LDT1
2.5570e-003
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2.3060e-003
tblVehicleEF
LDT1
3.2780e-003
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2.6454e-003
tblVehicleEF
LDT1
0.02
r
0.02
tblVehicleEF
LDT1
2.00OOe-003
r
1.9885e-003
tblVehicleEF
LDT1
2.3530e-003
r
2.1217e-003
tblVehicleEF
LDT1
3.0150e-003
r
2.4325e-003
tblVehicleEF
LDT1
0.12
r
0.13
tblVehicleEF
LDT1
0.29
r
0.22
tblVehicleEF
LDT1
0.10
0.11
CaIEEMod Version: CaIEEMod.2016.3.2 Page 13 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
LDT1
0.02
0.03
-----------------------------
tblVehicleEF
Y ----------------------------
LDT1
-----------------------------4--------------------------
r 0.18
0.78
tblVehicleEF
LDT1
0.19
r
0.37
tblVehicleEF
LDT1
3.2070e-003
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3.0572e-003
tblVehicleEF
LDT1
7.6700e-004
r
6.4574e-004
tblVehicleEF
LDT1
0.12
r
0.13
tblVehicleEF
LDT1
0.29
r
0.22
tblVehicleEF
LDT1
0.10
r
0.11
tblVehicleEF
LDT1
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r
0.04
tblVehicleEF
LDT1
0.18
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0.78
tblVehicleEF
LDT1
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0.41
tblVehicleEF
LDT2
5.7840e-003
r
4.0565e-003
tblVehicleEF
LDT2
6.6620e-003
r
0.07
tblVehicleEF
LDT2
0.74
r
0.91
tblVehicleEF
LDT2
1.41
r
2.69
tblVehicleEF
LDT2
369.26
r
341.01
tblVehicleEF
LDT2
81.71
r
71.31
tblVehicleEF
LDT2
0.07
r
0.07
tblVehicleEF
LDT2
0.04
r
0.04
tblVehicleEF
LDT2
8.00OOe-003
r
7.9476e-003
tblVehicleEF
LDT2
1.8090e-003
r
1.6369e-003
tblVehicleEF
LDT2
2.1990e-003
r
1.8210e-003
tblVehicleEF
LDT2
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0.02
tblVehicleEF
LDT2
2.00OOe-003
r
1.9869e-003
tblVehicleEF
LDT2
1.6640e-003
r
1.5065e-003
tblVehicleEF
LDT2
2.0220e-003
r
1.6744e-003
tblVehicleEF
LDT2
0.05
0.07
CaIEEMod Version: CaIEEMod.2016.3.2 Page 14 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
LDT2
0.11
0.12
-----------------------------
tblVehicleEF
Y ----------------------------
LDT2
�-----------------------------4--------------------------
i 0.05
0.08
tblVehicleEF
LDT2
r 0.01
0.02
tblVehicleEF
LDT2
r 0.06
0.39
tblVehicleEF
LDT2
r 0.09
0.32
tblVehicleEF
LDT2
r 3.6980e-003
3.3737e-003
tblVehicleEF
LDT2
r 8.4100e-004
7.0569e-004
tblVehicleEF
LDT2
r 0.05
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tblVehicleEF
LDT2
r 0.11
0.12
tblVehicleEF
LDT2
r 0.05
0.08
tblVehicleEF
LDT2
r 0.02
0.02
tblVehicleEF
LDT2
r 0.06
0.39
tblVehicleEF
LDT2
r 0.10
0.35
tblVehicleEF
LDT2
r 6.1050e-003
4.3054e-003
tblVehicleEF
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1.6640e-003
1.5065e-003
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2.0220e-003
1.6744e-003
-----------------------------
tblVehicleEF
Y ----------------------------
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�-----------------------------T--------------------------
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LDT2
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0.88
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336.95
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LDT2
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71.46
tblVehicleEF
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0.07
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1.8210e-003
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0.02
0.02
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LDT2
2.00OOe-003
1.9869e-003
-----------------------------
tblVehicleEF
Y ----------------------------
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�-----------------------------4--------------------------
i 1.6640e-003
1.5065e-003
tblVehicleEF
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5.0096e-003
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-----------------------------
tblVehicleEF
Y ----------------------------
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�-----------------------------4--------------------------
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0.09
-----------------------------
tblVehicleEF
Y ----------------------------
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�-----------------------------4--------------------------
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5.0977e-003
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0.45
-----------------------------
tblVehicleEF
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�-----------------------------4--------------------------
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2.5532e-004
-----------------------------
tblVehicleEF
Y ----------------------------
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�-----------------------------T--------------------------
i 8.2300e-004
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tblVehicleEF
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0.41
-----------------------------
tblVehicleEF
Y ----------------------------
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�-----------------------------4--------------------------
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tblVehicleEF
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tblVehicleEF
LHD2
1.1610e-003
1.4569e-003
-----------------------------
tblVehicleEF
Y ----------------------------
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�-----------------------------4--------------------------
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tblVehicleEF
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 23 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
LHD2
4.2300e-004
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tblVehicleEF
Y ----------------------------
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2.0405e-003
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1.2766e-003
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13.61
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 24 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
LHD2
0.10
0.09
-----------------------------
tblVehicleEF
Y ----------------------------
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-----------------------------4--------------------------
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0.92
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1.1890e-003
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1.1974e-003
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1.4938e-004
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2.6120e-003
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1.3735e-004
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7.7800e-004
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 25 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
LHD2
0.10
0.33
-----------------------------
tblVehicleEF
Y ----------------------------
LHD2
�-----------------------------4--------------------------
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0.06
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MY
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0.35
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0.24
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MY
r 18.61
18.90
tblVehicleEF
MY
r 9.56
8.43
tblVehicleEF
MY
r 177.57
214.49
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MY
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60.11
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MY
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1.12
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MY
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0.01
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4.00OOe-003
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2.1162e-003
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3.2682e-003
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5.0400e-003
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1.00OOe-003
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1.9796e-003
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1.16
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0.72
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0.72
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2.40
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2.07
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1.82
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2.1225e-003
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MY
r 6.7000e-004
5.9482e-004
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MY
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1.16
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MY
0.69
0.72
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tblVehicleEF
MY
0.71
0.72
-----------------------------
tblVehicleEF
Y ----------------------------
MY
�-----------------------------4--------------------------
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2.97
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0.35
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0.21
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18.17
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7.74
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213.12
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58.36
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0.98
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0.01
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4.00OOe-003
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2.1162e-003
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3.2682e-003
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5.0400e-003
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1.9796e-003
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3.0806e-003
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1.74
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0.76
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1.14
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2.34
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2.1090e-003
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6.5100e-004
5.7748e-004
CaIEEMod Version: CaIEEMod.2016.3.2 Page 27 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
MY
1.71
1.74
-----------------------------
tblVehicleEF
Y ----------------------------
MY
�-----------------------------4--------------------------
i 0.73
0.76
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0.24
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8.55
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60.42
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 28 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
MY
2.1530e-003
2.1246e-003
-----------------------------
tblVehicleEF
Y ----------------------------
MY
�-----------------------------4--------------------------
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0.76
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2.98
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2.38
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2.02
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5.6007e-003
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86.72
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 29 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
MDV
0.10
0.42
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tblVehicleEF
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0.42
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0.45
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5.9079e-003
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432.28
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85.89
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1.7850e-003
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1.9836e-003
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1.9917e-003
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 30 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
MDV
0.10
0.12
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 31 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
MDV
0.06
0.08
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tblVehicleEF
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 32 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
MH
0.03
0.09
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tblVehicleEF
------------------------------------------------------
MH
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0.00
CaIEEMod Version: CaIEEMod.2016.3.2 Page 33 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
MH
0.06
0.06
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tblVehicleEF
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0.13
----------------------------
tblVehicleEF
------------------------------------------------------
MH
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0.02
CaIEEMod Version: CaIEEMod.2016.3.2 Page 34 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
MH
0.03
0.10
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tblVehicleEF
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MHD
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MHD
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5.6113e-003
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MHD
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56.75
CaIEEMod Version: CaIEEMod.2016.3.2 Page 35 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
MHD
1,144.82
1,086.34
-----------------------------
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Y ----------------------------
MHD
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MHD
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 36 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
MHD
7.3800e-004
3.2888e-004
-----------------------------
tblVehicleEF
Y ----------------------------
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1.1907e-004
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 37 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 38 of 76 Date: 6/8/2020 9:40 AM
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 39 of 76 Date: 6/8/2020 9:40 AM
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 40 of 76 Date: 6/8/2020 9:40 AM
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 41 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 42 of 76 Date: 6/8/2020 9:40 AM
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 43 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 44 of 76 Date: 6/8/2020 9:40 AM
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tblVehicleEF
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 45 of 76 Date: 6/8/2020 9:40 AM
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 46 of 76 Date: 6/8/2020 9:40 AM
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 47 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
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CaIEEMod Version: CaIEEMod.2016.3.2 Page 48 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
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tblVehicleEF
UBUS
r 0.96
0.15
tblVehicleEF
UBUS
r 8.6430e-003
4.3416e-003
tblVehicleEF
UBUS
r 1.5700e-003
2.2519e-004
tblVehicleEF
UBUS
r 6.1570e-003
2.6629e-003
tblVehicleEF
UBUS
r 0.10
0.03
tblVehicleEF
UBUS
r 3.6270e-003
1.8538e-003
tblVehicleEF
UBUS
r 2.52
5.65
tblVehicleEF
UBUS
r 0.03
0.21
tblVehicleEF
UBUS
r 1.05
0.16
tblVehicleEF
UBUS
r 1.94
5.46
tblVehicleEF
UBUS
r 0.07
0.03
tblVehicleEF
UBUS
r 9.02
37.60
tblVehicleEF
UBUS
r 11.63
1.61
tblVehicleEF
UBUS
} 1,828.32
2,050.53
tblVehicleEF
UBUS
r 133.38
22.40
tblVehicleEF
UBUS
r 4.53
1.10
tblVehicleEF
UBUS
r 0.53
0.08
tblVehicleEF
UBUS
r 0.01
0.03
tblVehicleEF
UBUS
r 0.04
3.2566e-003
tblVehicleEF
UBUS
r 1.1810e-003
3.9679e-005
tblVehicleEF
UBUS
r 0.23
0.03
tblVehicleEF
UBUS
r 3.00OOe-003
7.3601e-003
tblVehicleEF
UBUS
0.04
3.1124e-003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 49 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
tblVehicleEF
UBUS
1.0860e-003
3.6483e-005
-----------------------------
tblVehicleEF
Y ----------------------------
UBUS
�-----------------------------4--------------------------
i 8.2530e-003
3.6376e-003
tblVehicleEF
UBUS
r 0.10
0.03
tblVehicleEF
UBUS
r 4.8310e-003
2.4726e-003
tblVehicleEF
UBUS
r 0.53
0.14
tblVehicleEF
UBUS
r 0.03
0.19
tblVehicleEF
UBUS
r 0.89
0.14
tblVehicleEF
UBUS
r 8.6450e-003
4.3416e-003
tblVehicleEF
UBUS
r 1.5430e-003
2.2162e-004
tblVehicleEF
UBUS
r 8.2530e-003
3.6376e-003
tblVehicleEF
UBUS
r 0.10
0.03
tblVehicleEF
UBUS
r 4.8310e-003
2.4726e-003
tblVehicleEF
UBUS
r 2.53
5.65
tblVehicleEF
UBUS
r 0.03
0.19
tblVehicleEF
UBUS
r 0.98
0.15
tblVehicleEF
UBUS
r 1.93
5.46
tblVehicleEF
UBUS
r 0.07
0.03
tblVehicleEF
UBUS
r 8.95
37.60
tblVehicleEF
UBUS
r 13.46
1.85
tblVehicleEF
UBUS
} 1,828.32
2,050.53
tblVehicleEF
UBUS
r 133.38
22.82
tblVehicleEF
UBUS
r 4.73
1.11
tblVehicleEF
UBUS
r 0.53
0.08
tblVehicleEF
UBUS
r 0.01
0.03
tblVehicleEF
UBUS
r 0.04
3.2566e-003
tblVehicleEF
UBUS
r 1.1810e-003
3.9679e-005
tblVehicleEF
UBUS
0.23
0.03
CaIEEMod Version: CaIEEMod.2016.3.2 Page 50 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
tblVehicleEF
UBUS
3.00OOe-003
7.3601 e-003
-----------------------------
tblVehicleEF
Y ----------------------------
UBUS
�-----------------------------T--------------------------
i 0.04
3.1124e-003
tblVehicleEF
UBUS
r 1.0860e-003
3.6483e-005
tblVehicleEF
UBUS
r 6.9610e-003
2.5391e-003
tblVehicleEF
UBUS
r 0.12
0.03
tblVehicleEF
UBUS
r 3.8300e-003
1.7546e-003
tblVehicleEF
UBUS
r 0.52
0.14
tblVehicleEF
UBUS
r 0.04
0.26
tblVehicleEF
UBUS
r 0.98
0.15
tblVehicleEF
UBUS
r 8.6430e-003
4.3416e-003
tblVehicleEF
UBUS
r 1.5750e-003
2.2584e-004
tblVehicleEF
UBUS
r 6.9610e-003
2.5391e-003
tblVehicleEF
UBUS
r 0.12
0.03
tblVehicleEF
UBUS
r 3.8300e-003
1.7546e-003
tblVehicleEF
UBUS
r 2.52
5.65
tblVehicleEF
UBUS
r 0.04
0.26
tblVehicleEF
UBUS
1.07
0.16
2.0 Emissions Summary
CaIEEMod Version: CaIEEMod.2016.3.2 Page 51 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
2.1 Overall Construction (Maximum Daily Emission)
Unmitigated Construction
Mitigated Construction
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Total
I
Year
Ib/day
Ib/day
I 1 I 1 1 I 1 I 1 I 1
2020 •1 1.0077 17.0753 8.4457 0.0336 1.1745 0.5278 1.6465 0.4434 0.4857 � 0.8898 0.0000 1 3,599.626 0.5870 0.0000 3,614.299
I I I I I I I I 13,599.626 I I
0 I 0 I 1 I 9
'1 I I I 1 I I I I 1 I I 1
• I
-----------•1 - - - - - -J- - - - - - - J - - - - - - - J-------J-------J-------J-------J-------J------- ----- - - - ------1 J-------J-------J-------
'1 - I 1 I 1 1 I 1 I *- 1 -- -- 1 I 1 *-------
2021 •1 64.0632 8.6161 8.2439 0.0157 0.3625 0.4509 0.8133 0.0970 0.4148 0.5118 0.0000 1 1,549.320 0.3762 0.0000 1,558.726
I I I I I I I I 11,549.320 I I
'1 I I I 1 I I I I • 1 5 I 5 I 1 I 8
'1 I I I 1 I I I I • I I I I I
Maximum
64.0632
17.0753
8.4457
0.0336
1.1745
0.5278
1.6465
0.4434
0.4857
0.8898
0.0000
3,599.626
3,599.626
0.5870
0.0000
3,614.299
11
0
0
j
9
Mitigated Construction
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Total
I
Year
Ib/day
Ib/day
I I I 1 I I I I I I 1
2020 •1 1.0077 I 17.0753 I 8.4457 I 0.0336 I 0.8025 I 0.5278 I 1.1663 I 0.1910 I 0.4857 � 0.6374 � 0.0000 1 3,599.626 13,599.626 I 0.5870 I 0.0000 1 3,614.299
0 1 0 I 1 I 9
;� I 1 I 1 1 I 1 I 1 I 1
I
I I I 1 I I 1 I I I 1
2021 :: 64.0632 I 8.6161 I 8.2439 I 0.0157 I 0.3625 I 0.4509 I 0.8133 I 0.0970 I 0.4148 0.5118 � 0.0000 i 1,549.320 11,549.320 I 0.3762 I 0.0000 1,558.726
I 1 I 1 1 I 1 I 5 1 5 I 1 I 8
'1 1
I 1 I 1 1 I 1 I 1 I 1 I
Maximum
64.0632
17.0753
8.4457
0.0336
0.8025
0.5278
1.1663
0.1910
0.4857
0.6374
0.0000
3,599.626
3,599.626
0.5870
0.0000
3,614.299
11
0
0
j
9
1
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5
Bio- CO2
NBio-CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Total
Percent
0.00
0.00
0.00
0.00
24.21
0.00
19.52
46.71
0.00
18.01
0.00
0.00
0.00
0.00
0.00
0.00
Reduction
CaIEEMod Version: CaIEEMod.2016.3.2 Page 52 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
2.2 Overall Operational
Unmitigated Operational
Mitigated Operational
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
I
I
Category
Ib/day
Ib/day
Area •i 10.2488 i 0.7596 20.6943 0.0456 2.6896 i 2.6896 2.6896 2.6896 327.8421 i 635.2018 i 963.0439 i 0.9827 0.0223 994.2433
Energy i 0.0196 i 0.1683 i 0.0768 i 1.0700e- 0.0136 i 0.0136 i i 0.0136 0.0136 � i 213.9527 213.9527 i 4.1000e3.9200e- 1 215.2241
003 003 003 i
•� 003 003 003 i
Mobile •1 1.4677 i 3.0154 i 11.8547 0.0329 3.2316 0.0411 i 3.2727 i 0.8624 i 0.0387 0.9011 � i 3,367.387 3,367.387 i 0.2086 3,372.602
8 i 8 i i
Total
11.7362
Total
32.6258
0.0795
3.2316
2.7442
5.9758
0.8624
2.7418
3.6042
327.8421
4,216.542
7544.384
1.1954
0.0262
4,582.069
11
4,5n069
733
3
5
3
5
5
Mitigated Operational
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
I
I
Category
Ib/day
Ib/day
Area ;� 10.2488 i 0.7596 20.6943 i 0.0456 2.6896 i 2.6896 2.6896 2.6896 327.8421 i 635.2018 963.0439 i 0.9827 0.0223 994.2433
Energy •i 0.0196 i 0.1683 0.0768 i 1.0700e- 0.0136 i 0.0136 0.0136 0.0136 213.9527 213.9527 i 4.1000e- 3.9200e- i 215.2241
•� 003 003 003 i
Mobile ;� 1.4677 i 3.0154 11.8547 i 0.0329 3.2316 0.0411 i 3.2727 0.8624 i 0.0387 0.9011 � 3,367.387 3,367.387 i 0.2086 3,372.602
i
i i i i i i i i 8 i 8 i i 1
Total
11.7362
3.9433
32.6258
0.0795
3.2316
2.7442
5.9758
0.8624
2.7418
3.6042
327.8421
4,216.542
4,544.384
1.1954
0.0262
4,5n069
11
3
5
CaIEEMod Version: CaIEEMod.2016.3.2 Page 53 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
3.0 Construction Detail
Construction Phase
Phase
Number
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5
Bio- CO2
NBio-0O2
Total CO2
CH4
N20
CO2e
!9/15/2020
19/15/2020
1 51
1
A
PM10
PM10
Total
PM2.5
PM2.5
Total
2�
A
i
4 •Building Construction +Building Construction
!9/18/2020
Percent
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Reduction
8/19/2021
5,
5.
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
!9/1/2020
19/14/2020
51
10:
A
i _
2 Site Preparation +Site Preparation
!9/15/2020
19/15/2020
1 51
1
A
i _
3 •Grading +Grading
!9/16/2020
19/17/2020
1 51
2�
A
i
4 •Building Construction +Building Construction
!9/18/2020
18/5/2021
1 51
230:
A
i
5 :Paving +Paving
! 8/6/2021
18/12/2021
1 51
5
+
i
i
6 -Architectural Coating :Architectural Coating
8/13/2021
8/19/2021
5,
5.
Acres of Grading (Site Preparation Phase): 0.5
Acres of Grading (Grading Phase): 0
Acres of Paving: 0
Residential Indoor: 69,470; Residential Outdoor: 23,157; Non -Residential Indoor: 16,899; Non -Residential Outdoor: 5,633; Striped Parking
Area: 0 (Architectural Coating — sgft)
OffRoad Equipment
CaIEEMod Version: CaIEEMod.2016.3.2 Page 54 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
Phase Name I Offroad Equipment Type I Amount I Usage Hours I Horse Power I Load Factor
Demolition
'Concrete/Industrial Saws ; 1 ; 8.001
81'
0.73
--------------------------
- - - ------------'-------------
-----------
20.00:LD_Mix
Demolition
'Rubber Tired Dozers 1 1 1.001
247'
0.40
---------------------------
-------------------------------------------------------------------'-------------
-----------
----------�- ---------�
14.701
Demolition
+Tractors/Loaders/Backhoes ; 21 6.001
97'
0.37
--------------------------
�- - - - -------------'-------------
-----------
--------i
0.001
Site Preparation
'Graders 1 1 1 8.001
187'
0.41
---------------------------
�- - - - -------------'-------------
-----------
-------------=---------------''''-,
5;
Site Preparation
+Tractors/Loaders/Backhoes 1 1 1 8.001
97'
0.37
------------------------------------------
�- - - - -
-----------
--------
THHDT
Grading
'Concrete/Industrial Saws 1 11 8.001
81,
0.73
----------------------------
_ i
--------------------------------------------------------------------'-------------
-----------
-----------'
20.00;LD_Mix
Grading
'Rubber Tired Dozers 1 1 1 1.001
247'
0.40
------------------------------------------
�- - - - -
-----------
Grading
+Tractors/Loaders/Backhoes 1 21 6.001
97'
0.37
0.00'
+ ___ i
i
14.70'
6.90,
Building Construction
'Cranes ; 11 4.001
231,
0.29
------------------------------------------
�- - - -
-----------
Building Construction
'Forklifts 1 21 6.001
89'
0.20
---------------------------
�- - - - -------------'-------------
-----------
Building Construction
+Tractors/Loaders/Backhoes ; 21 8.001
97'
0.37
i
�-------------------------- ------------'-------------
-----------
Paving
'Cement and Mortar Mixers ; 41 6.001
9'
0.56
+ _ i
_
Paving
+Pavers ; 11 7.001
130'
0.42
----------------------------
+ i
i
------------------------- --------------------------------------------------------
Paving
'Rollers 1 11 7.001
80'
0.38
---------------------------
�- - - - -------------'-------------
-----------
Paving
+Tractors/Loaders/Backhoes 1 11 7.001
97'
0.37
----------------------------
-------------------------- ----------------- ------------r-------------
Architectural Coating
'Air Compressors 1 6.00'
78'
0.48
Trips and VMT
Phase Name Offroad Equipment Worker Trip Vendor Trip Hauling Trip Worker Trip Vendor Trip Hauling Trip I Worker Vehicle I Vendor I Hauling
Count I Number I Number I Number I Length I Length I Length Class Vehicle Class I Vehicle Class
Demolition
4;
10.00
0.001
45.00;
14.70;
6.90;
20.00:LD_Mix
iHDT_Mix
THHDT
•
A
Site Preparation
- --------------
2;
- i------------
5.00-
--------i
0.001
,
31.00:
----------�- ---------�
14.701
6.90;
-- =------------
20.00;LD_Mix
----------'
iHDT_Mix
--------
THHDT
�- °
Grading
--------------
4;
i------------
10.00:
--------i
0.001
,----------�-
0.00:
------------------------------'
14.701
6.90;
20.00;LD_Mix
iHDT_Mix
--
THHDT
----------------°
�-
Building Construction
-------------=---------------''''-,
5;
i------------
29.00
1----------
6.001
,----------�-
0.00
' ---------
14.701
------------------------'----------'
6.90;
20.00;LD_Mix
iHDT_Mix
--------
THHDT
�- °
Paving
--------------
7;
- i------------
18.00:
--------i4---------------
0.001
,-----------
0.00:
14.701
6.90;
-----------'
20.00;LD_Mix
iHDT_Mix
--
THHDT
e
'
;
Architectural Coating ;
1'
6.00'
0.00'
0.00'
14.70'
6.90,
20.00,LD_Mix
'HDT_Mix
HHDT
CaIEEMod Version: CaIEEMod.2016.3.2 Page 55 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
3.1 Mitigation Measures Construction
Water Exposed Area
3.2 Demolition - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM 10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
I I I I I I I I 1 I I
Fugitive Dust •I I I I I 0.9844 I 0.0000 I 0.9844 1 0.1490 I 0.0000 0.1490 � I 1 0.0000 I 1 i 0.0000
I I I I I I I 1 I I I
q I
I I I I I I I I 1 I I
Off -Road •I 0.8674 I 7.8729 I 7.6226 I 0.0120 I I 0.4672 I 0.4672 I I 0.4457 � 0.4457 � 11,147.235 1 1,147.235 I 0.2169 1 � 1,152.657
2 I 2 1 I I 8
Total
0.8674
7.8729
7.6226
0.0120
0.9844
0.4672
1.4516
0.1490
0.4457
0.5947
1,147.235
1,147.235
0.2169
1,152.657
2
2
8
CaIEEMod Version: CaIEEMod.2016.3.2 Page 56 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
3.2 Demolition - 2020
Unmitigated Construction Off -Site
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Hauling •i 0.0348 i 1.2529 i 0.3292 3.3900e- i 0.0784 � 4.0800e- 0.0824 i 0.0215 3.9000e- 0.0254 378.0810 378.0810 0.0407 i i 379.0994
003 003 003 i
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
2 i 2 i i i 8
Worker •i 0.0434 i 0.0266 i 0.3025 1.0300e- i 0.1118 7.4000e- 0.1125 i 0.0296 6.8000e- 0.0303 i 103.1621 103.1621 2.3500e- i i 103.2210
003 004 004 003 i
7.8729
Total
0.0783
1.2796
0.6317
4.4200e-
0.1901
4.8200e-
0.1950
0.0511
4.5800e-
0.0557
0.2169
481.2431
481.2431
0.0431
482.3204
003
003
003
2
8
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Fugitive Dust •1 0.3839 0.0000 0.3839 0.0581 i 0.0000 0.0581 0.0000 0.0000
Off -Road •i 0.8674 i 7.8729 i 7.6226 i 0.0120 i i 0.4672 i 0.4672 0.4457 0.4457 0.0000 i 1,147.235 i 1,147.235 0.2169 i i 1,152.657
2 i 2 i i i 8
Total
0.8674
7.8729
7.6226
0.0120
0.3839
0.4672
0.8511
0.0581
0.4457
0.5038
0.0000
1,147.235
1,147.235
0.2169
1,152.657
2
2
8
CaIEEMod Version: CaIEEMod.2016.3.2 Page 57 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
3.2 Demolition - 2020
Mitigated Construction Off -Site
3.3 Site Preparation - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
PM10
Total
PM2.5
PM2.5
Total
Category
Ib/day
Ib/day
Hauling •i 0.0348 i 1.2529 i 0.3292 3.3900e- i 0.0784 � 4.0800e- 0.0824 i 0.0215 � 3.9000e- 0.0254 378.0810 378.0810 0.0407 i i 379.0994
003 003 003 i
Off -Road •i 0.6853 i 8.4307 i 4.0942 i 9.7400e- i i 0.3353 i 0.3353 � i 0.3085 � 0.3085 � i 943.4872 i 943.4872 � 0.3051 i i 951.1158
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Total
Worker •i 0.0434 i 0.0266 i 0.3025 1.0300e- i 0.1118 7.4000e- 0.1125 i 0.0296 6.8000e- 0.0303 i 103.1621 103.1621 2.3500e- i i 103.2210
003 004 004 003 i
4.0942
Total
0.0783
1.2796
0.6317
4.4200e-
0.1901
4.8200e-
0.1950
0.0511
4.5800e-
0.0557
481.2431
481.2431
0.0431
482.3204
003
003
003
003
3.3 Site Preparation - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Fugitive Dust •i 0.5303 0.0000 0.5303 i 0.0573 0.0000 0.0573 0.0000 0.0000
Off -Road •i 0.6853 i 8.4307 i 4.0942 i 9.7400e- i i 0.3353 i 0.3353 � i 0.3085 � 0.3085 � i 943.4872 i 943.4872 � 0.3051 i i 951.1158
003 i i i i i • i i i i
Total
0.6853
8.4307
4.0942
9.7400e-
0.5303
0.3353
0.8656
0.0573
0.3085
0.3658
943.4872
943.4872
0.3051
951.1158
003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 58 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
3.3 Site Preparation - 2020
Unmitigated Construction Off -Site
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Total
Category
Ib/day
Ib/day
Hauling •i 0.2399 i 8.6314 i 2.2677 0.0234 i 0.5398 0.0281 0.5679 i 0.1478 0.0269 0.1747 i 2,604.557 2,604.557 0.2806 i :2,611.5737
--------------------------------------------'-------------------------------------F -------------'---------------
Vendor •i 0.0000 i 0.0000 i 0.0000 � 0.0000 i 0.0000 � 0.0000 � 0.0000 i 0.0000 � 0.0000 0.0000 � i 0.0000 � 0.0000 � 0.0000 i : 0.0000
Total
Worker •i 0.0217 0.0133 0.1513 5.2000e- 0.0559 3.7000e- 0.0563 0.0148 3.4000e- 0.0152 i 51.5811 51.5811 1.1800e- : 51.6105
i i i i i
004 004 004 003 i
4.0942
Total
0.2616
8.6447
2.4190
0.0239
0.5957
0.0285
0.6241
0.1626
0.0272
0.1898
2,656.138
2,656.138
0.2818
2,663.184
003
j
j
j
j
j
j
8
8
2
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Fugitive Dust •i 0.2068 0.0000 i 0.2068 i 0.0223 0.0000 0.0223 0.0000 0.0000
Off -Road •1 0.6853 i 8.4307 i 4.0942 i 9.7400e- i i 0.3353 i 0.3353 0.3085 0.3085 0.0000 i 943.4872 i 943.4872 0.3051 i :951.1158
003 i i i i i • i i i i
Total
0.6853
8.4307
4.0942
9.7400e-
0.2068
0.3353
0.5421
0.0223
0.3085
0.3309
0.0000
943.4872
943.4872
0.3051
951.1158
11
003
j
j
j
j
j
j
CaIEEMod Version: CaIEEMod.2016.3.2 Page 59 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
3.3 Site Preparation - 2020
Mitigated Construction Off -Site
3.4 Grading - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Hauling •i 0.2399 i 8.6314 i 2.2677 0.0234 i 0.5398 0.0281 0.5679 i 0.1478 0.0269 0.1747 i 2,604.557 2,604.557 0.2806 i :2,611.5737
--------------------------------------------'-------------------------------------F -------------'---------------
Vendor •i 0.0000 i 0.0000 i 0.0000 � 0.0000 i 0.0000 � 0.0000 � 0.0000 i 0.0000 � 0.0000 0.0000 � i 0.0000 � 0.0000 � 0.0000 i : 0.0000
Total
0.8674
Worker •i 0.0217 0.0133 0.1513 5.2000e- 0.0559 3.7000e- 0.0563 0.0148 3.4000e- 0.0152 i 51.5811 51.5811 1.1800e- : 51.6105
i i i i i
004 004 004 003 i
0.0120
Total
0.2616
8.6447
2.4190
0.0239
0.5957
0.0285
0.6241
0.1626
0.0272
0.1898
1,152.657
2,656.138
2,656.138
0.2818
2,663.184
2
17,1147.235
2
1 1
8
8
8
2
3.4 Grading - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Fugitive Dust •1 0.7528 0.0000 0.7528 0.4138 i 0.0000 0.4138 0.0000 i i : 0.0000
Off -Road •i 0.8674 i 7.8729 i 7.6226 i 0.0120 i � 0.4672 i 0.4672 � i 0.4457 � 0.4457 � i 1,147.235 i 1,147.235 � 0.2169 i :1,152.657
i i i
2 2 i 8
Total
0.8674
7.8729
7.6226
0.0120
0.7528
0.4672
1.2200
0.4138
0.4457
77
1,147.235
0.2169
1,152.657
11
2
17,1147.235
2
1 1
8
CaIEEMod Version: CaIEEMod.2016.3.2 Page 60 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
3.4 Grading - 2020
Unmitigated Construction Off -Site
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Off -Road •i 0.8674 i 7.8729 i 7.6226 0.0120 0.4672 0.4672 0.4457 0.4457 0.0000 i 1,147.235 1,147.235 0.2169 i i 1,152.657
i i i
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Total
Worker •i 0.0434 i 0.0266 i 0.3025 1.0300e- i 0.1118 7.4000e- 0.1125 i 0.0296 6.8000e- 0.0303 103.1621 � 103.1621 2.3500e- i i 103.2210
003 004 004 003 i
7.6226
Total
0.0434
0.0266
0.3025
1.0300e-
0.1118
7.4000e-
0.1125
0.0296
6.8000e-
0.0303
103.1621
103.1621
2.3500e-
103.2210
003
004
2
004
8
003
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Fugitive Dust •1 0.2936 0.0000 0.2936 0.1614 i 0.0000 0.1614 0.0000 0.0000
Off -Road •i 0.8674 i 7.8729 i 7.6226 0.0120 0.4672 0.4672 0.4457 0.4457 0.0000 i 1,147.235 1,147.235 0.2169 i i 1,152.657
i i i
2 2 i 8
Total
0.8674
7.8729
7.6226
0.0120
0.2936
0.4672
0.7608
0.1614
0.4457
0.6070
0.0000
1,147.235
1,147.235
0.2169
1,152.657
2
2
8
CaIEEMod Version: CaIEEMod.2016.3.2 Page 61 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
3.4 Grading - 2020
Mitigated Construction Off -Site
3.5 Building Construction - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000
Total
0.8617
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
7.3875
0.0114
Worker •i 0.0434 i 0.0266 i 0.3025 1.0300e- i 0.1118 7.4000e- 0.1125 i 0.0296 6.8000e- 0.0303 103.1621 � 103.1621 2.3500e- i i 103.2210
003 004 004 003 i
0.5224
Total
0.0434
0.0266
0.3025
1.0300e-
0.1118
7.4000e-
0.1125
0.0296
6.8000e-
0.0303
103.1621
103.1621
2.3500e-
103.2210
003
1
004
2
004
003
3.5 Building Construction - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Off -Road •i 0.8617 i 8.8523 i 7.3875 0.0114 0.5224 0.5224 0.4806 0.4806 1,102.978 1,102.978 0.3567 i i 1,111.8962
Total
0.8617
8.8523
7.3875
0.0114
0.5224
0.5224
0.4806
0.4806
1,102.978
1,102.978
0.3567
1,111.896
1
1
2
CaIEEMod Version: CaIEEMod.2016.3.2 Page 62 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
3.5 Building Construction - 2020
Unmitigated Construction Off -Site
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Total
Vendor •i 0.0200 i 0.6249 i 0.1808 � 1.4600e- i 0.0383 � 3.3200e- � 0.0417 i 0.0110 � 3.1700e- 0.0142 � i 158.6796 � 158.6796 0.0138 i i 159.0252
003 003 003 i
Worker •i 0.1259 i 0.0772 i 0.8774 3.000Oe- i 0.3242 2.1400e- 0.3263 i 0.0860 1.9700e- 0.0879 299.1701 � 299.1701 6.8300e- i i 299.3408
003 003 003 003 i
Total
0.1460
0.7020
1.0582
4.4600e-
0.3625
5.4600e-
0.3680
0.0970
5.1400e-
0.1022
457.8498
457.8498
0.0207
458.3659
003
003
1
003
2
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Off -Road •i 0.8617 i 8.8523 i 7.3875 i 0.0114 0.5224 i 0.5224 0.4806 0.4806 0.0000 i 1,102.978 i 1,102.978 0.3567 i i 1,111.8962
Total
0.8617
8.8523
7.3875
0.0114
0.5224
0.5224
0.4806
0.4806
0.0000
1,102.978
1,102.978
0.3567
1,111.896
1
1
2
CaIEEMod Version: CaIEEMod.2016.3.2 Page 63 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
3.5 Building Construction - 2020
Mitigated Construction Off -Site
3.5 Building Construction - 2021
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
8 i 8
Total
Vendor •i 0.0200 i 0.6249 i 0.1808 � 1.4600e- i 0.0383 � 3.3200e- � 0.0417 i 0.0110 � 3.1700e- 0.0142 � i 158.6796 � 158.6796 0.0138 i i 159.0252
003 003 003 i
Worker •i 0.1259 i 0.0772 i 0.8774 3.000Oe- i 0.3242 2.1400e- 0.3263 i 0.0860 1.9700e- 0.0879 299.1701 � 299.1701 6.8300e- i i 299.3408
003 003 003 003 i
Total
0.1460
0.7020
1.0582
4.4600e-
0.3625
5.4600e-
0.3680
0.0970
5.1400e-
0.1022
457.8498
457.8498
0.0207
j
458.3659
j
j
j
003
003
8
j
003
8
3.5 Building Construction - 2021
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Off -Road •i 0.7750 i 7.9850 7.2637 i 0.0114 0.4475 0.4475 i i 0.4117 0.4117 1,103.215 i 1,103.215 0.3568 i i 1,112.1358
8 i 8
Total
0.7750
7.9850
7.2637
0.0114
0.4475
0.4475
0.4117
0.4117
1,103.215
1,103.215
0.3568
1,112.135
j
j
j
j
8
8
j
j
8
CaIEEMod Version: CaIEEMod.2016.3.2 Page 64 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
3.5 Building Construction - 2021
Unmitigated Construction Off -Site
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000
8 i 8
157.3134 1 157.6450Vendor •1 0.0168 0.5616 0.1675 1.4400e- 0.0383 1.2100e- 0.0396 0.0110 1.1600e- 0.0122
003 003 003 i
Worker •i 0.1185 i 0.0696 i 0.8128 2.9000e- i 0.3242 2.1000e- 0.3263 i 0.0860 1.9300e- 0.0879 288.7913 � 288.7913 6.1800e- i i 288.9459
003 003 003 003 i
0.0114
Total
0.1353
0.6312
0.9803
4.3400e-
0.3625
3.3100e-
0.3658
0.0970
3.0900e-0.1001
1,112.135
446.1047
446.1047
0.0194
446.5910
003
003
8
8
003
8
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Off -Road •i 0.7750 i 7.9850 i 7.2637 0.0114 0.4475 0.4475 0.4117 0.4117 0.0000 i 1,103.215 1,103.215 0.3568 i i 1,112.1358
8 i 8
Total
0.7750
7.9850
7.2637
0.0114
0.4475
0.4475
0.4117
0.4117
0.0000
1,103.215
1,103.215
0.3568
1,112.135
8
8
8
CaIEEMod Version: CaIEEMod.2016.3.2 Page 65 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
3.5 Building Construction - 2021
Mitigated Construction Off -Site
3.6 Paving - 2021
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
5 i 5 i i i 8
157.3134 1 157.6450Vendor •1 0.0168 0.5616 0.1675 1.4400e- 0.0383 1.2100e- 0.0396 0.0110 1.1600e- 0.0122
003 003 003 i
Worker •i 0.1185 i 0.0696 i 0.8128 2.9000e- i 0.3242 2.1000e- 0.3263 i 0.0860 1.9300e- 0.0879 288.7913 � 288.7913 6.1800e- i i 288.9459
003 003 003 003 i
0.7214
Total
0.1353
0.6312
0.9803
4.3400e-
0.3625
3.3100e-
0.3658
0.0970
3.0900e-0.1001
1,035.342
1,035.342
446.1047
446.1047
0.0194
446.5910
003
003
003
5
5
8
3.6 Paving - 2021
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Off -Road •i 0.7214 i 6.7178 7.0899 i 0.0113 0.3534 0.3534 i i 0.3286 0.3286 1,035.342 i 1,035.342 0.3016 i i 1,042.881
5 i 5 i i i 8
Paving •i 0.0000 i i i i i 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000
Total
0.7214
6.7178
7.0899
0.0113
0.3534
0.3534
0.3286
0.3286
1,035.342
1,035.342
0.3016
1,042.881
5
5
8
CaIEEMod Version: CaIEEMod.2016.3.2 Page 66 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
3.6 Paving - 2021
Unmitigated Construction Off -Site
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
I
Category
Ib/day
Ib/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
i i i i
5 i 5 i i i 8
Paving •1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Total
0.7214
Worker •i 0.0736 i 0.0432 i 0.5045 1.8000e- i 0.2012 1.3000e- 0.2025 i 0.0534 1.2000e- 0.0546 179.2498 179.2498 3.8400e- i i 179.3458
003 003 003 003 i
0.0113
Total
0.0736
0.0432
0.5045
1.8000e-
0.2012
1.3000e-
0.2025
0.0534
1.2000e-
0.0546
1,042.881
179.2498
179.2498
3.8400e-
179.3458
003
003
5
5
003
8
003
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
I
Category
Ib/day
Ib/day
Off -Road •i 0.7214 6.7178 7.0899 0.0113 0.3534 0.3534 i 0.3286 0.3286 0.0000 i 1,035.342 1,035.342 0.3016 i i 1,042.881
i i i i
5 i 5 i i i 8
Paving •1 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total
0.7214
6.7178
7.0899
0.0113
0.3534
0.3534
0.3286
0.3286
0.0000
1,035.342
1,035.342
0.3016
1,042.881
11
5
5
8
CaIEEMod Version: CaIEEMod.2016.3.2 Page 67 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
3.6 Paving - 2021
Mitigated Construction Off -Site
3.7 Architectural Coating - 2021
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i i 0.0000
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
003
Worker •i 0.0736 i 0.0432 i 0.5045 1.8000e- i 0.2012 1.3000e- 0.2025 i 0.0534 1.2000e- 0.0546 179.2498 179.2498 3.8400e- i i 179.3458
003 003 003 003 i
1.5268
Total
0.0736
0.0432
0.5045
1.8000e-
0.2012
1.3000e-
0.2025
0.0534
1.2000e-
0.0546
0.0193
179.2498
179.2498
3.8400e-
179.3458
003
003
003
003
003
3.7 Architectural Coating - 2021
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Archit. Coating •i 63.8198 0.0000 i 0.0000 i i 0.0000 0.0000 0.0000 0.0000
Off -Road •i 0.2189 i 1.5268 i 1.8176 i 2.9700e- i � 0.0941 i 0.0941 � i 0.0941 � 0.0941 � i 281.4481 i 281.4481 � 0.0193 i i 281.9309
003
Total
64.0387
1.5268
1.8176
2.9700e-
0.0941
0.0941
0.0941
0.0941
281.4481
281.4481
0.0193
281.9309
11
003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 68 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
3.7 Architectural Coating - 2021
Unmitigated Construction Off -Site
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Off -Road •1 0.2189 i 1.5268 i 1.8176 2.9700e- 0.0941 0.0941 0.0941 0.0941 0.0000 i 281.4481 281.4481 0.0193 i i 281.9309
Worker •i 0.0245 0.0144 0.1682 6.000Oe- 0.0671 4.3000e- 0.0675 0.0178 4.000Oe- 0.0182 59.7499 59.7499 1.2800e- i 59.7819
i i i � i i
004 004 004 003 i
Total
Total
0.0245
0.0144
0.1682
6.000Oe-
0.0671
4.3000e-
0.0675
0.0178
4.000Oe-
0.0182
281.4481
59.7499
59.7499
1.2800e-
281.9309
59.7819
003
004
004
004
003
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Archit. Coating •1 63.8198 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off -Road •1 0.2189 i 1.5268 i 1.8176 2.9700e- 0.0941 0.0941 0.0941 0.0941 0.0000 i 281.4481 281.4481 0.0193 i i 281.9309
003
Total
64.0387
1.5268
1.8176
2.9700e-
0.0941
0.0941
0.0941
0.0941
0.0000
281.4481
281.4481
0.0193
281.9309
11
003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 69 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
3.7 Architectural Coating - 2021
Mitigated Construction Off -Site
4.0 Operational Detail - Mobile
4.1 Mitigation Measures Mobile
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
Ib/day
Ib/day
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000
�
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i i 0.0000
Worker •i 0.0245 0.0144 0.1682 6.00OOe- 0.0671 4.3000e- 0.0675 0.0178 4.00OOe- 0.0182 59.7499 59.7499 1.2800e- i 59.7819
i i i � i i
004 004 004 003 i
Total
0.0245
0.0144
0.1682
6.00OOe-
0.0671
4.3000e-
0.0675
0.0178
4.00OOe-
0.0182
59.7499
59.7499
1.2800e-
59.7819
004
004
004
003
4.0 Operational Detail - Mobile
4.1 Mitigation Measures Mobile
CaIEEMod Version: CaIEEMod.2016.3.2 Page 70 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
4.2 Trip Summary Information
ROG
I NOx
I CO
I 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
Category
; 28.78
Ib/day
-----------------------:--------------------------
72,371
72,371
............................................6--__;-----------
Strip
Ib/day
---- -- -- - -
Mitigated •i 1.4677 i 3.0154 i 11.8547
i 0.0329 i 3.2316 i 0.0411
i 3.2727
i 0.8624
i 0.0387 0.9011
3,367.387 � 3,367.387 i 0.2086 i
1 3,372.602
8 i 8 i i
i 1
Unmitigated
1.4677 3.0154 11.8547
0.0329 3.2316 0.0411
3.2727
0.8624
0.0387 0.9011
3,367.387 - 3,367.387 - 0.2086
3,372.602
8 8
1
4.2 Trip Summary Information
4.3 Trip Type Information
Miles I Trip % I Trip Purpose
Land Use I H -W or C -W I H -S or C -C I H -O or C -NW IH -W or C -W I H -S or C -C I H -O or C -NW I Primary I Diverted I Pass -by
Condo/Townhouse• • • • •` _ _ _ 14.70_ _ _ - 5.90 8.70 i 40.20 19.20 40.60 86 11 3
........................ ------ --------- --------- -------- ----------------
Office Park 16.60 8.40 6.90 33.00 I 48.00 19.00 ; 82 ; 15 ; 3
Strip Mall 16.60 8.40 6.90 16.60 64.40 19.00 45 40 15
4.4 Fleet Mix
Average Daily Trip Rate
Unmitigated
Mitigated
Land Use
Weekday
Saturday
Sunday
Annual VMT
Annual VMT
Condo/Townhouse
; 203.35
; 198.45 169.40
675,913
675,913
......................................------------
Office Park
; 28.78
--------------------
; 4.13 1.92
-----------------------:--------------------------
72,371
72,371
............................................6--__;-----------
Strip
---- -- -- - -
-------------6-------
-- - - - - - - ---------- - - - - --
674
Total
619.49
570.01 349.87
1,423,099
1,423,099
4.3 Trip Type Information
Miles I Trip % I Trip Purpose
Land Use I H -W or C -W I H -S or C -C I H -O or C -NW IH -W or C -W I H -S or C -C I H -O or C -NW I Primary I Diverted I Pass -by
Condo/Townhouse• • • • •` _ _ _ 14.70_ _ _ - 5.90 8.70 i 40.20 19.20 40.60 86 11 3
........................ ------ --------- --------- -------- ----------------
Office Park 16.60 8.40 6.90 33.00 I 48.00 19.00 ; 82 ; 15 ; 3
Strip Mall 16.60 8.40 6.90 16.60 64.40 19.00 45 40 15
4.4 Fleet Mix
CalEEMod Version: CalEEMod.2016.3.2 Page 71 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
Land Use
LDA
LDT1
LDT2
MDV
LHD1
LHD2
MHD
HHD
OBUS
UBUS
MCY
SBUS
MH
Condo/Townhouse
0.558976+
0.043534
0.209821
0.113949;
0.016111;
0.005791
0.025447;
0.016654
0.001713;
0.001553;
0.004896;
0.0005901
0.000966
Mitigated ;i 003.
r
i 003 003 i
NaturalGas
0.0196 0.1683 0.0768 1.0700e-
- 0.0136
0.0136
- 0.0136 0.0136
213.9527 - 213.9527 4.1000e- - 3.9200e- 215.2241
Unmitigated
003
003 003
Office Park
0.558976+
0.0435341
0.2098211
0.1139491
0.0161111
0.0057911
0.0254471
0.0166541
0.0017131
0.0015531
0.0048961
0.000590
0.000966
-----------------------
-------- -------- E--------
E-------- E-------- E-------- E-------- E-------- E-------- E--------
E-------- E--------
-------
Strip Mall
0.558976.
0.043534,
0.209821,
0.113949,
0.016111,
0.005791,
0.025447
0.016654
0.001713
0.001553
0.004896,
0.000590,
0.000966
5.0 Energy Detail
Historical Energy Use: N
5.1 Mitigation Measures Energy
ROG
I NOx
I CO
I SO2
I Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
I N20
CO2e
Category
Ib/day
Ib/day
NaturalGas •i 0.0196 i 0.1683 i 0.0768 1.0700e-
i i 0.0136
0.0136
0.0136 0.0136
213.9527 213.9527 4.1000e- i 3.9200e- 1 215.2241
Mitigated ;i 003.
i 003 003 i
NaturalGas
0.0196 0.1683 0.0768 1.0700e-
- 0.0136
0.0136
- 0.0136 0.0136
213.9527 - 213.9527 4.1000e- - 3.9200e- 215.2241
Unmitigated
003
003 003
CaIEEMod Version: CaIEEMod.2016.3.2 Page 72 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
5.2 Energy by Land Use - NaturalGas
Unmitigated
Mitigated
NaturalGa
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
Bio -0O2
Total CO2
CH4
N20
CO2e
s Use
I
I
PM10
I
PM10
Total
PM2.5
PM2.5
I
IPM2.5Total
INBio-CO2
I
Land Use
kBTU/yr
Ib/day
Ib/day
Condo/Townhous
: 1692.05 •i 0.0183 i 0.1559 0.0664 � 1.000Oe- 0.0126 i 0.0126 0.0126 ; 0.0126 i 199.0643 199.0643 i 3.8200e- i 3.6500e- 200.2473
e
i �� 003 003 003 i
Office Park
78.6555 •i 8.5000e- i 7.7100e- 6.4800e- 5.000Oe- i 5.9000e- i 5.9000e- 5.9000e- 5.9000e- i 9.2536 9.2536 i 1.8000e- i 1.7000e- 9.3086
i
004 003 003 005 004 004 004 004 004 004
---- -----�
Strip Mall
i i � i i i � � i i i i
------------------------------------------------------------------------ -----------------------
47.8959 •i 5.2000e- i 4.7000e- 3.9400e- 3.000Oe- i 3.6000e- i 3.6000e- 3.6000e- ; 3.6000e- i 5.6348 5.6348 i 1.1000e- i 1.000Oe- i 5.6683
004 003 003 005 004 004 004 004 004 004
i � � � � � � � i i i i
Total
0.0196
0.1683
0.0768
1.0800e-
0.0136
0.0136
0.0136
0.0136
213.9527
213.9527
4.1100e-
3.9200e-
215.2241
1
1 11
003
003
003
Mitigated
6.0 Area Detail
NaturalGa
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
Bio -0O2
Total CO2
CH4
N20
CO2e
s Use
I
I
PM10
PM10
Total
PM2.5
PM2.5
IPM2.5Total
INBio-CO2
Land Use
kBTU/yr
Ib/day
Ib/day
Condo/Townhous
: 1.69205 �i 0.0183 i 0.1559 0.0664 1.000Oe- 0.0126 i 0.0126 0.0126 ; 0.0126 199.0643 199.0643 i 3.8200e- i 3.6500e- i 200.2473
e
1 .� 003 . 003 003 i
----------
Office Park0.0786555:i
--------------'----------------------------�-------'---------------- ---- -� ------- ------- -------
8.5000e- i 7.7100e- 6.4800e- 5.000Oe- i 5.9000e- i 5.9000e- 5.9000e- ; 5.9000e- i 9.2536 9.2536 i 1.8000e- i 1.7000e- i 9.3086
004 003 003 005 004 004 004 004
� i 004 i 004
--------
Strip Mall
i � � i � i � � •
•� ------- ------------------------- -----------------------'---------------+-------�---------------------
�0.0478959•i 5.2000e- i 4.7000e- 3.9400e- 3.000Oe- i 3.6000e- i 3.6000e- 3.6000e- ; 3.6000e- • i 5.6348 5.6348 i 1.1000e- i 1.000Oe- 5.6683
004 003 003 005 004 004 004 004 ; i 004 004
Total
0.0196
0.1683
0.0768
1.0800e-
0.0136
0.0136
0.0136
0.0136
213.9527
213.9527
4.1100e-
3.9200e-
215.2241
1
1 11
003
003
003
6.0 Area Detail
CaIEEMod Version: CaIEEMod.2016.3.2 Page 73 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
6.1 Mitigation Measures Area
ROG
NOx
CO
SO2
I Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
I N20
CO2e
Category
Ib/day
Ib/day
Mitigated �� 10.2488 � 0.7596
� 20.6943 � 0.0456 � � 2.6896
� 2.6896
� � 2.6896
2.6896 � 327.8421 � 635.2018 � 963.0439 � 0.9827
� 0.0223 i 994.2433
Unmitigated
10.2488 0.7596
20.6943 0.0456 2.6896
2.6896
2.6896
2.6896 • 327.8421 635.2018 963.0439 0.9827
0.0223 994.2433
CaIEEMod Version: CaIEEMod.2016.3.2 Page 74 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
6.2 Area by SubCategory
Unmitigated
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Subcategory
Ib/day
Ib/day
Architectural •i 0.0874 i � i i � 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000
Coating
Consumer •i 0.9023 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000
Products
Hearth •i 9.1713 0.7262 17.7993 0.0454 2.6736 2.6736 2.6736 2.6736 327.8421 i 630.0000 957.8421 0.9777 0.0223 988.9153
i i i i
Landscaping •i 0.0878 0.0334 2.8950 1.5000e- 0.0160 0.0160 0.0160 0.0160 i 5.2018 5.2018 5.0500e- 5.3279
i i i i i
004 003
Total
10.2488
0.7596
20.6943
0.0456
2.6896
2.6896
2.6896
F-77.84211
635.2018
963.0439
0.9827
0.0223
994.2433
CaIEEMod Version: CaIEEMod.2016.3.2 Page 75 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
6.2 Area by SubCategory
Mitigated
7.0 Water Detail
7.1 Mitigation Measures Water
8.0 Waste Detail
8.1 Mitigation Measures Waste
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Subcategory
Ib/day
Ib/day
Architectural •i 0.0874 i � i i � 0.0000 i 0.0000 0.0000 0.0000 i � 0.0000 0.0000
•
Coating
Consumer •i 0.9023 0.0000 i 0.0000 0.0000 0.0000 0.0000 0.0000
Products
Hearth •i 9.1713 0.7262 17.7993 0.0454 2.6736 2.6736 2.6736 2.6736 327.8421 i 630.0000 957.8421 0.9777 0.0223 1 988.9153
i i i i
Landscaping •i 0.0878 0.0334 2.8950 1.5000e- 0.0160 0.0160 0.0160 0.0160 i 5.2018 5.2018 5.0500e- 5.3279
i i i i i
004 003
Total
10.2488
0.7596
20.6943
0.0456
2.6896
2.6896
2.6896
F-77.84211
635.2018
963.0439
0.9827
0.0223
994.2433
7.0 Water Detail
7.1 Mitigation Measures Water
8.0 Waste Detail
8.1 Mitigation Measures Waste
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
CaIEEMod Version: CaIEEMod.2016.3.2 Page 76 of 76 Date: 6/8/2020 9:40 AM
2510 West Coast Highway - Orange County, Winter
Fire Pumos and Emeraencv Generators
IEquipment Type I Number I Hours/Day I Hours/Year I Horse Power I Load Factor I Fuel Type I
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type
User Defined Equipment
Equipment Type Number
11.0 Vegetation
CalEEMod Version: CalEEMod.2016.3.2 Page 1 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
2510 West Coast Highway
Orange County, Annual
1.0 Project Characteristics
1.1 Land Usage
Land Uses
Size
Metric
Lot Acreage
Floor Surface Area
Population
Office Park
2.52 +
1000sgft
; 0.00 2,525.00
i 0
------------------------------- _------------------------------ _------------------------------
Condo/Townhouse 35.00
=------------------------i------------- ------
Dwelling Unit 0.98 34,306.00 -+ 100
+
;
------------------------------- _------------------------------ _-----------------------------
T --------------}------------------E---------------
Strip Mall
8.74
1000sgft
0.00 8,741.00
0
1.2 Other Project Characteristics
Urbanization Urban Wind Speed (m/s) 2.2 Precipitation Freq (Days) 30
Climate Zone 8 Operational Year 2021
Utility Company Southern California Edison
CO2 Intensity 702.44 CH4Intensity 0.029 N20 Intensity 0.006
(Ib/MWhr) (Ib/MWhr) (Ib/MWhr)
1.3 User Entered Comments & Non -Default Data
CalEEMod Version: CalEEMod.2016.3.2 Page 2 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
Project Characteristics -
Land Use - Per noise study and architectural drawing
Construction Phase - Per AQ memo
Demolition -
Grading -
Vehicle Emission Factors -
Vehicle Emission Factors -
Vehicle Emission Factors -
Land Use Change -
Construction Off-road Equipment Mitigation -
Table Name
Column Name
Default Value
New Value
tblConstruction Phase
NumDays i 100.00
230.00
----------------------------_------------------------------r-----------------------------t--------------------------
tblGradin
Material Imported 0.00 310.00
----------------------------
tblLandUse
------------------------------ --------------------------------------------------------
Land UseSquareFeet 2,520.00 2,525.00
----------------------------
tblLandUse
------------------------------ t----------------------------- t-------------------------
Land UseSquareFeet 35,000.00 34,306.00
-----------------------------_-----------------------------r-----------------------------t--------------------------
tblLandUse
Land UseSquareFeet 1 8,740.00 8,741.00
-----------------------------
tblLandUse
------------------------------ ------------t--------------------------
LotAcrea e } 0.06 0.00
-----------------------------
tblLandUse
------------------------------ ------------t--------------------------
LotAcrea e } 2.19 0.98
-----------------------------
tblLandUse
------------------------------ ------------t--------------------------
LotAcrea e } 0.20 0.00
-----------------------------
tblVehicleEF
------------------------------ t-----------------------------t--------------------------
HHD 0.63 0.03
-----------------------------
tblVehicleEF
------------------------------ t----------------------------- t--------------------------
HHD 0.16 0.14
-----------------------------
tblVehicleEF
------------------------------ t----------------------------- t--------------------------
HHD 0.08 8.1503e-007
-----------------------------
tblVehicleEF
------------------------------ t----------------------------- t--------------------------
HHD 2.36 5.39
-----------------------------
tblVehicleEF
------------------------------ t----------------------------- t--------------------------
HHD 1.29 0.84
-----------------------------
tblVehicleEF
------------------------------ t----------------------------- t--------------------------
HHD 3.99 0.01
-----------------------------
tblVehicleEF
------------------------------ ------------------------------ --------------------------
HHD 4,116.44 1,057.87
CalEEMod Version: CalEEMod.2016.3.2 Page 3 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
HHD
1,683.99
1,517.44
-----------------------------
tblVehicleEF
Y ----------------------------
HHD
�-----------------------------T--------------------------
i 12.64
0.09
tblVehicleEF
HHD
r 20.04
5.92
tblVehicleEF
HHD
r 3.96
3.93
tblVehicleEF
HHD
r 0.02
8.4879e-003
tblVehicleEF
HHD
r 0.06
0.06
tblVehicleEF
HHD
r 0.03
0.04
tblVehicleEF
HHD
r 0.02
0.05
tblVehicleEF
HHD
r 1.1600e-004
1.4783e-006
tblVehicleEF
HHD
r 0.02
8.1207e-003
tblVehicleEF
HHD
r 0.03
0.03
tblVehicleEF
HHD
r 8.6750e-003
8.7677e-003
tblVehicleEF
HHD
r 0.02
0.05
tblVehicleEF
HHD
r 1.0700e-004
1.3593e-006
tblVehicleEF
HHD
r 1.1800e-004
5.8030e-006
tblVehicleEF
HHD
r 4.9160e-003
2.4273e-004
tblVehicleEF
HHD
r 0.57
0.41
tblVehicleEF
HHD
r 8.9000e-005
4.1063e-006
tblVehicleEF
HHD
r 0.13
0.12
tblVehicleEF
HHD
r 4.6300e-004
1.1212e-003
tblVehicleE F
HHD
r 0.10
4.2665e-006
tblVehicleEF
HHD
r 0.04
9.6941 e-003
tblVehicleEF
HHD
r 0.02
0.01
tblVehicleEF
HHD
r 1.9200e-004
8.5664e-007
tblVehicleEF
HHD
r 1.1800e-004
5.8030e-006
tblVehicleEF
HHD
r 4.9160e-003
2.4273e-004
tblVehicleEF
HHD
0.68
0.48
CalEEMod Version: CalEEMod.2016.3.2 Page 4 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
HHD
8.9000e-005
4.1063e-006
-----------------------------
tblVehicleEF
Y ----------------------------
HHD
�-----------------------------4--------------------------
i 0.31
0.27
tblVehicleEF
HHD
r 4.6300e-004
1.1212e-003
tblVehicleEF
HHD
r 0.11
4.6713e-006
tblVehicleEF
HHD
r 0.59
0.03
tblVehicleEF
HHD
r 0.16
0.14
tblVehicleE F
HHD
r 0.08
7.8282e-007
tblVehicleEF
HHD
r 1.72
5.25
tblVehicleEF
HHD
r 1.30
0.84
tblVehicleEF
HHD
r 3.80
0.01
tblVehicleEF
HHD
} 4,359.67
1,057.02
tblVehicleEF
HHD
} 1,683.99
1,517.44
tblVehicleEF
HHD
r 12.64
0.09
tblVehicleEF
HHD
r 20.68
5.78
tblVehicleEF
HHD
r 3.75
3.72
tblVehicleEF
HHD
r 0.02
7.8073e-003
tblVehicleEF
HHD
r 0.06
0.06
tblVehicleEF
HHD
r 0.03
0.04
tblVehicleEF
HHD
r 0.02
0.05
tblVehicleEF
HHD
r 1.1600e-004
1.4783e-006
tblVehicleE F
HHD
r 0.02
7.4696e-003
tblVehicleEF
HHD
r 0.03
0.03
tblVehicleEF
HHD
r 8.6750e-003
8.7677e-003
tblVehicleEF
HHD
r 0.02
0.05
tblVehicleEF
HHD
r 1.0700e-004
1.3593e-006
tblVehicleEF
HHD
r 1.6900e-004
8.5198e-006
tblVehicleE F
HHD
5.0090e-003
2.4616e-004
CalEEMod Version: CalEEMod.2016.3.2 Page 5 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
HHD
0.54
0.43
-----------------------------
tblVehicleEF
Y ----------------------------
HHD
�-----------------------------4--------------------------
i 1.2500e-004
6.0857e-006
tblVehicleEF
HHD
r 0.13
0.12
tblVehicleEF
HHD
r 4.4900e-004
1.1012e-003
tblVehicleEF
HHD
r 0.09
4.1088e-006
tblVehicleE F
HHD
r 0.04
9.6851 e-003
tblVehicleEF
HHD
r 0.02
0.01
tblVehicleEF
HHD
r 1.8900e-004
8.4844e-007
tblVehicleEF
HHD
r 1.6900e-004
8.5198e-006
tblVehicleEF
HHD
r 5.0090e-003
2.4616e-004
tblVehicleEF
HHD
r 0.64
0.50
tblVehicleEF
HHD
r 1.2500e-004
6.0857e-006
tblVehicleEF
HHD
r 0.31
0.27
tblVehicleEF
HHD
r 4.4900e-004
1.1012e-003
tblVehicleEF
HHD
r 0.10
4.4987e-006
tblVehicleEF
HHD
r 0.68
0.02
tblVehicleE F
HHD
r 0.16
5.0361 e-003
tblVehicleE F
HHD
r 0.08
8.2267e-007
tblVehicleEF
HHD
r 3.25
5.42
tblVehicleEF
HHD
r 1.29
0.46
tblVehicleEF
HHD
r 4.03
0.01
tblVehicleEF
HHD
} 3,780.54
1,027.42
tblVehicleEF
HHD
} 1,683.99
1,421.63
tblVehicleEF
HHD
r 12.64
0.09
tblVehicleEF
HHD
r 19.16
5.92
tblVehicleEF
HHD
r 3.89
3.78
tblVehicleEF
HHD
0.02
8.9816e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 6 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
HHD
0.06
0.06
-----------------------------
tblVehicleEF
Y ----------------------------
HHD
�-----------------------------4--------------------------
i 0.03
0.03
tblVehicleEF
HHD
r 0.02
0.05
tblVehicleEF
HHD
r 1.1600e-004
1.4783e-006
tblVehicleEF
HHD
r 0.02
8.5930e-003
tblVehicleEF
HHD
r 0.03
0.03
tblVehicleEF
HHD
r 8.6750e-003
8.5162e-003
tblVehicleEF
HHD
r 0.02
0.05
tblVehicleEF
HHD
r 1.0700e-004
1.3593e-006
tblVehicleEF
HHD
r 1.1700e-004
6.0588e-006
tblVehicleEF
HHD
r 5.3110e-003
2.7018e-004
tblVehicleEF
HHD
r 0.61
0.39
tblVehicleEF
HHD
r 9.00OOe-005
4.2977e-006
tblVehicleEF
HHD
r 0.13
0.11
tblVehicleEF
HHD
r 5.0200e-004
1.1943e-003
tblVehicleEF
HHD
r 0.10
4.3030e-006
tblVehicleE F
HHD
r 0.03
9.7066e-003
tblVehicleEF
HHD
r 0.02
0.01
tblVehicleEF
HHD
r 1.9300e-004
8.5821e-007
tblVehicleEF
HHD
r 1.1700e-004
6.0588e-006
tblVehicleEF
HHD
r 5.3110e-003
2.7018e-004
tblVehicleEF
HHD
r 0.73
0.44
tblVehicleEF
HHD
r 9.00OOe-005
4.2977e-006
tblVehicleEF
HHD
r 0.31
0.12
tblVehicleEF
HHD
r 5.0200e-004
1.1943e-003
tblVehicleEF
HHD
r 0.11
4.7113e-006
tblVehicleEF
LDA
4.3340e-003
2.6622e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 7 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
LDA
5.1760e-003
0.05
-----------------------------
tblVehicleEF
Y ----------------------------
LDA
�-----------------------------4--------------------------
i 0.58
0.68
tblVehicleEF
LDA
r 1.10
2.11
tblVehicleEF
LDA
r 263.86
265.52
tblVehicleEF
LDA
r 58.33
54.23
tblVehicleEF
LDA
r 0.05
0.04
tblVehicleEF
LDA
r 0.04
0.04
tblVehicleEF
LDA
r 8.00OOe-003
7.8475e-003
tblVehicleEF
LDA
r 1.9130e-003
1.6723e-003
tblVehicleEF
LDA
r 2.2790e-003
1.9248e-003
tblVehicleEF
LDA
r 0.02
0.02
tblVehicleEF
LDA
r 2.00OOe-003
1.9619e-003
tblVehicleEF
LDA
r 1.7630e-003
1.5403e-003
tblVehicleEF
LDA
r 2.0960e-003
1.7699e-003
tblVehicleEF
LDA
r 0.04
0.05
tblVehicleEF
LDA
r 0.09
0.10
tblVehicleEF
LDA
r 0.03
0.05
tblVehicleEF
LDA
r 0.01
0.01
tblVehicleEF
LDA
r 0.04
0.21
tblVehicleEF
LDA
r 0.07
0.23
tblVehicleEF
LDA
r 2.6420e-003
2.6267e-003
tblVehicleEF
LDA
r 6.020Oe-004
5.3662e-004
tblVehicleEF
LDA
r 0.04
0.05
tblVehicleEF
LDA
r 0.09
0.10
tblVehicleEF
LDA
0.03
r
0.05
tblVehicleEF
LDA
0.02
r
0.01
tblVehicleEF
LDA
0.04
0.21
CalEEMod Version: CalEEMod.2016.3.2 Page 8 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
LDA
0.08
0.25
-----------------------------
tblVehicleEF
Y ----------------------------
LDA
�-----------------------------4--------------------------
i 4.5760e-003
2.8325e-003
tblVehicleEF
LDA
r 4.6500e-003
0.05
tblVehicleEF
LDA
r 0.63
0.74
tblVehicleEF
LDA
r 0.95
1.82
tblVehicleEF
LDA
r 274.96
276.40
tblVehicleEF
LDA
r 58.33
53.69
tblVehicleEF
LDA
r 0.04
0.03
tblVehicleEF
LDA
r 0.04
0.04
tblVehicleEF
LDA
r 8.00OOe-003
7.8475e-003
tblVehicleEF
LDA
r 1.9130e-003
1.6723e-003
tblVehicleEF
LDA
r 2.2790e-003
1.9248e-003
tblVehicleEF
LDA
r 0.02
0.02
tblVehicleEF
LDA
r 2.00OOe-003
1.9619e-003
tblVehicleEF
LDA
r 1.7630e-003
1.5403e-003
tblVehicleEF
LDA
r 2.0960e-003
1.7699e-003
tblVehicleEF
LDA
r 0.05
0.07
tblVehicleEF
LDA
r 0.09
0.10
tblVehicleEF
LDA
r 0.05
0.07
tblVehicleEF
LDA
r 0.01
0.01
tblVehicleEF
LDA
r 0.04
0.19
tblVehicleEF
LDA
r 0.06
0.21
tblVehicleEF
LDA
r 2.7540e-003
2.7344e-003
tblVehicleEF
LDA
r 5.9900e-004
5.3128e-004
tblVehicleEF
LDA
0.05
r
0.07
tblVehicleEF
LDA
0.09
r
0.10
tblVehicleEF
LDA
0.05
0.07
CalEEMod Version: CalEEMod.2016.3.2 Page 9 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
LDA
0.02
0.02
-----------------------------
tblVehicleEF
Y ----------------------------
LDA
�-----------------------------4--------------------------
i 0.04
0.19
tblVehicleEF
LDA
r 0.07
0.23
tblVehicleEF
LDA
r 4.2520e-003
2.6083e-003
tblVehicleEF
LDA
r 5.2830e-003
0.05
tblVehicleEF
LDA
r 0.56
0.65
tblVehicleEF
LDA
r 1.13
2.18
tblVehicleEF
LDA
r 259.76
261.50
tblVehicleEF
LDA
r 58.33
54.34
tblVehicleEF
LDA
r 0.05
0.04
tblVehicleEF
LDA
r 0.04
0.04
tblVehicleEF
LDA
r 8.00OOe-003
7.8475e-003
tblVehicleEF
LDA
r 1.9130e-003
1.6723e-003
tblVehicleEF
LDA
r 2.2790e-003
1.9248e-003
tblVehicleEF
LDA
r 0.02
0.02
tblVehicleEF
LDA
r 2.00OOe-003
1.9619e-003
tblVehicleEF
LDA
r 1.7630e-003
1.5403e-003
tblVehicleEF
LDA
r 2.0960e-003
1.7699e-003
tblVehicleEF
LDA
r 0.04
0.05
tblVehicleEF
LDA
r 0.10
0.10
tblVehicleEF
LDA
r 0.03
0.05
tblVehicleEF
LDA
r 0.01
0.01
tblVehicleEF
LDA
r 0.04
0.23
tblVehicleEF
LDA
r 0.07
0.23
tblVehicleEF
LDA
r 2.6010e-003
2.5869e-003
tblVehicleEF
LDA
r 6.0200e-004
5.3778e-004
tblVehicleEF
LDA
0.04
0.05
CalEEMod Version: CalEEMod.2016.3.2 Page 10 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
LDA
0.10
0.10
-----------------------------
tblVehicleEF
Y ----------------------------
LDA
�-----------------------------4--------------------------
i 0.03
0.05
tblVehicleEF
LDA
r 0.02
0.01
tblVehicleEF
LDA
r 0.04
0.23
tblVehicleEF
LDA
r 0.08
0.26
tblVehicleEF
LDT1
r 9.9920e-003
6.2082e-003
tblVehicleEF
LDT1
r 0.01
0.07
tblVehicleEF
LDT1
r 1.19
1.26
tblVehicleEF
LDT1
r 2.74
2.32
tblVehicleEF
LDT1
r 324.21
313.05
tblVehicleEF
LDT1
r 71.81
65.11
tblVehicleEF
LDT1
r 0.11
0.10
tblVehicleEF
LDT1
r 0.04
0.04
tblVehicleEF
LDT1
r 8.00OOe-003
7.9540e-003
tblVehicleEF
LDT1
r 2.5570e-003
2.3060e-003
tblVehicleEF
LDT1
r 3.2780e-003
2.6454e-003
tblVehicleEF
LDT1
r 0.02
0.02
tblVehicleEF
LDT1
r 2.00OOe-003
1.9885e-003
tblVehicleEF
LDT1
r 2.3530e-003
2.1217e-003
tblVehicleEF
LDT1
r 3.0150e-003
2.4325e-003
tblVehicleEF
LDT1
r 0.12
0.12
tblVehicleEF
LDT1
r 0.25
0.19
tblVehicleEF
LDT1
r 0.10
0.11
tblVehicleEF
LDT1
r 0.02
0.03
tblVehicleEF
LDT1
r 0.16
0.66
tblVehicleEF
LDT1
r 0.19
0.36
tblVehicleEF
LDT1
3.2560e-003
3.0978e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 11 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
LDT1
7.6600e-004
6.4435e-004
-----------------------------
tblVehicleEF
Y ----------------------------
LDT1
�-----------------------------4--------------------------
i 0.12
0.12
tblVehicleEF
LDT1
r 0.25
0.19
tblVehicleEF
LDT1
r 0.10
0.11
tblVehicleEF
LDT1
r 0.04
0.04
tblVehicleEF
LDT1
r 0.16
0.66
tblVehicleEF
LDT1
r 0.21
0.40
tblVehicleEF
LDT1
r 0.01
6.5571 e-003
tblVehicleEF
LDT1
r 0.01
0.07
tblVehicleEF
LDT1
r 1.28
1.36
tblVehicleEF
LDT1
r 2.36
2.00
tblVehicleEF
LDT1
r 337.31
324.18
tblVehicleEF
LDT1
r 71.81
64.47
tblVehicleEF
LDT1
r 0.10
0.09
tblVehicleEF
LDT1
r 0.04
0.04
tblVehicleEF
LDT1
r 8.00OOe-003
7.9540e-003
tblVehicleEF
LDT1
r 2.5570e-003
2.3060e-003
tblVehicleEF
LDT1
r 3.2780e-003
2.6454e-003
tblVehicleEF
LDT1
r 0.02
0.02
tblVehicleEF
LDT1
r 2.00OOe-003
1.9885e-003
tblVehicleEF
LDT1
r 2.3530e-003
2.1217e-003
tblVehicleEF
LDT1
r 3.0150e-003
2.4325e-003
tblVehicleEF
LDT1
r 0.17
0.18
tblVehicleEF
LDT1
r 0.26
0.20
tblVehicleEF
LDT1
r 0.14
0.15
tblVehicleEF
LDT1
r 0.03
0.03
tblVehicleEF
LDT1
0.14
0.61
CalEEMod Version: CalEEMod.2016.3.2 Page 12 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
LDT1
0.17
0.32
-----------------------------
tblVehicleEF
Y ----------------------------
LDT1
-----------------------------4--------------------------
3.3880e-003
r
3.2080e-003
tblVehicleEF
LDT1
7.5900e-004
r
6.3799e-004
tblVehicleEF
LDT1
0.17
r
0.18
tblVehicleEF
LDT1
0.26
r
0.20
tblVehicleEF
LDT1
0.14
r
0.15
tblVehicleEF
LDT1
0.04
r
0.04
tblVehicleEF
LDT1
0.14
r
0.61
tblVehicleEF
LDT1
0.19
r
0.36
tblVehicleEF
LDT1
9.8200e-003
r
6.0953e-003
tblVehicleEF
LDT1
0.01
r
0.07
tblVehicleEF
LDT1
1.16
r
1.22
tblVehicleEF
LDT1
2.82
r
2.40
tblVehicleEF
LDT1
319.38
r
308.94
tblVehicleEF
LDT1
71.81
r
65.25
tblVehicleEF
LDT1
0.11
r
0.10
tblVehicleEF
LDT1
0.04
r
0.04
tblVehicleEF
LDT1
8.00OOe-003
r
7.9540e-003
tblVehicleEF
LDT1
2.5570e-003
r
2.3060e-003
tblVehicleEF
LDT1
3.2780e-003
r
2.6454e-003
tblVehicleEF
LDT1
0.02
r
0.02
tblVehicleEF
LDT1
2.00OOe-003
r
1.9885e-003
tblVehicleEF
LDT1
2.3530e-003
r
2.1217e-003
tblVehicleEF
LDT1
3.0150e-003
r
2.4325e-003
tblVehicleEF
LDT1
0.12
r
0.13
tblVehicleEF
LDT1
0.29
r
0.22
tblVehicleEF
LDT1
0.10
0.11
CalEEMod Version: CalEEMod.2016.3.2 Page 13 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
LDT1
0.02
0.03
-----------------------------
tblVehicleEF
Y ----------------------------
LDT1
-----------------------------4--------------------------
r 0.18
0.78
tblVehicleEF
LDT1
0.19
r
0.37
tblVehicleEF
LDT1
3.2070e-003
r
3.0572e-003
tblVehicleEF
LDT1
7.6700e-004
r
6.4574e-004
tblVehicleEF
LDT1
0.12
r
0.13
tblVehicleEF
LDT1
0.29
r
0.22
tblVehicleEF
LDT1
0.10
r
0.11
tblVehicleEF
LDT1
0.04
r
0.04
tblVehicleEF
LDT1
0.18
r
0.78
tblVehicleEF
LDT1
0.21
r
0.41
tblVehicleEF
LDT2
5.7840e-003
r
4.0565e-003
tblVehicleEF
LDT2
6.6620e-003
r
0.07
tblVehicleEF
LDT2
0.74
r
0.91
tblVehicleEF
LDT2
1.41
r
2.69
tblVehicleEF
LDT2
369.26
r
341.01
tblVehicleEF
LDT2
81.71
r
71.31
tblVehicleEF
LDT2
0.07
r
0.07
tblVehicleEF
LDT2
0.04
r
0.04
tblVehicleEF
LDT2
8.00OOe-003
r
7.9476e-003
tblVehicleEF
LDT2
1.8090e-003
r
1.6369e-003
tblVehicleEF
LDT2
2.1990e-003
r
1.8210e-003
tblVehicleEF
LDT2
0.02
r
0.02
tblVehicleEF
LDT2
2.00OOe-003
r
1.9869e-003
tblVehicleEF
LDT2
1.6640e-003
r
1.5065e-003
tblVehicleEF
LDT2
2.0220e-003
r
1.6744e-003
tblVehicleEF
LDT2
0.05
0.07
CalEEMod Version: CalEEMod.2016.3.2 Page 14 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
LDT2
0.11
0.12
-----------------------------
tblVehicleEF
Y ----------------------------
LDT2
�-----------------------------4--------------------------
i 0.05
0.08
tblVehicleEF
LDT2
r 0.01
0.02
tblVehicleEF
LDT2
r 0.06
0.39
tblVehicleEF
LDT2
r 0.09
0.32
tblVehicleEF
LDT2
r 3.6980e-003
3.3737e-003
tblVehicleEF
LDT2
r 8.4100e-004
7.0569e-004
tblVehicleEF
LDT2
r 0.05
0.07
tblVehicleEF
LDT2
r 0.11
0.12
tblVehicleEF
LDT2
r 0.05
0.08
tblVehicleEF
LDT2
r 0.02
0.02
tblVehicleEF
LDT2
r 0.06
0.39
tblVehicleEF
LDT2
r 0.10
0.35
tblVehicleEF
LDT2
r 6.1050e-003
4.3054e-003
tblVehicleEF
LDT2
r 5.9960e-003
0.06
tblVehicleEF
LDT2
r 0.80
0.99
tblVehicleEF
LDT2
r 1.22
2.32
tblVehicleEF
LDT2
r 384.42
352.00
tblVehicleEF
LDT2
r 81.71
70.61
tblVehicleEF
LDT2
r 0.06
0.06
tblVehicleEF
LDT2
r 0.04
0.04
tblVehicleEF
LDT2
r 8.00OOe-003
7.9476e-003
tblVehicleEF
LDT2
r 1.8090e-003
1.6369e-003
tblVehicleEF
LDT2
r 2.1990e-003
1.8210e-003
tblVehicleEF
LDT2
r 0.02
0.02
tblVehicleEF
LDT2
r 2.00OOe-003
1.9869e-003
tblVehicleEF
LDT2
1.6640e-003
1.5065e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 15 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
LDT2
2.0220e-003
1.6744e-003
-----------------------------
tblVehicleEF
Y ----------------------------
LDT2
�-----------------------------4--------------------------
i 0.07
0.11
tblVehicleEF
LDT2
r 0.11
0.13
tblVehicleEF
LDT2
r 0.07
0.10
tblVehicleEF
LDT2
r 0.02
0.02
tblVehicleEF
LDT2
r 0.05
0.36
tblVehicleEF
LDT2
r 0.08
0.29
tblVehicleEF
LDT2
r 3.8500e-003
3.4825e-003
tblVehicleEF
LDT2
r 8.3800e-004
6.9879e-004
tblVehicleEF
LDT2
r 0.07
0.11
tblVehicleEF
LDT2
r 0.11
0.13
tblVehicleEF
LDT2
r 0.07
0.10
tblVehicleEF
LDT2
r 0.02
0.02
tblVehicleEF
LDT2
r 0.05
0.36
tblVehicleEF
LDT2
r 0.09
0.31
tblVehicleEF
LDT2
r 5.6750e-003
3.9776e-003
tblVehicleEF
LDT2
r 6.7990e-003
0.07
tblVehicleEF
LDT2
r 0.72
0.88
tblVehicleEF
LDT2
r 1.45
2.77
tblVehicleEF
LDT2
r 363.66
336.95
tblVehicleEF
LDT2
r 81.71
71.46
tblVehicleEF
LDT2
r 0.07
0.07
tblVehicleEF
LDT2
r 0.04
0.04
tblVehicleEF
LDT2
r 8.00OOe-003
7.9476e-003
tblVehicleEF
LDT2
r 1.8090e-003
1.6369e-003
tblVehicleEF
LDT2
r 2.1990e-003
1.8210e-003
tblVehicleEF
LDT2
0.02
0.02
CalEEMod Version: CalEEMod.2016.3.2 Page 16 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
LDT2
2.00OOe-003
1.9869e-003
-----------------------------
tblVehicleEF
Y ----------------------------
LDT2
�-----------------------------4--------------------------
i 1.6640e-003
1.5065e-003
tblVehicleEF
LDT2
r 2.0220e-003
1.6744e-003
tblVehicleEF
LDT2
r 0.04
0.07
tblVehicleEF
LDT2
r 0.11
0.13
tblVehicleEF
LDT2
r 0.05
0.08
tblVehicleEF
LDT2
r 0.01
0.02
tblVehicleEF
LDT2
r 0.07
0.46
tblVehicleEF
LDT2
r 0.09
0.33
tblVehicleEF
LDT2
r 3.6420e-003
3.3336e-003
tblVehicleEF
LDT2
r 8.4100e-004
7.0720e-004
tblVehicleEF
LDT2
r 0.04
0.07
tblVehicleEF
LDT2
r 0.11
0.13
tblVehicleEF
LDT2
r 0.05
0.08
tblVehicleEF
LDT2
r 0.02
0.02
tblVehicleEF
LDT2
r 0.07
0.46
tblVehicleEF
LDT2
r 0.10
0.36
tblVehicleEF
LHD1
r 5.7990e-003
5.8183e-003
tblVehicleEF
LHD1
r 0.01
5.0096e-003
tblVehicleEF
LHD1
r 0.02
0.02
tblVehicleEF
LHD1
r 0.15
0.19
tblVehicleEF
LHD1
r 0.78
0.57
tblVehicleEF
LHD1
r 2.55
1.09
tblVehicleEF
LHD1
r 9.03
9.05
tblVehicleEF
LHD1
r 603.73
667.72
tblVehicleEF
LHD1
r 33.13
12.41
tblVehicleEF
LHD1
0.08
0.06
CalEEMod Version: CalEEMod.2016.3.2 Page 17 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
LHD1
1.27
0.81
-----------------------------
tblVehicleEF
Y ----------------------------
LHD1
�-----------------------------4--------------------------
i 8.6000e-004
7.5586e-004
tblVehicleEF
LHD1
r 0.08
0.08
tblVehicleEF
LHD1
r 0.01
9.6464e-003
tblVehicleEF
LHD1
r 0.01
7.2149e-003
tblVehicleEF
LHD1
r 9.1700e-004
2.5532e-004
tblVehicleEF
LHD1
r 8.2300e-004
7.2316e-004
tblVehicleEF
LHD1
r 0.03
0.03
tblVehicleEF
LHD1
r 2.5110e-003
2.4116e-003
tblVehicleEF
LHD1
r 9.9290e-003
6.8769e-003
tblVehicleEF
LHD1
r 8.4300e-004
2.3476e-004
tblVehicleEF
LHD1
r 2.8210e-003
2.2568e-003
tblVehicleEF
LHD1
r 0.10
0.07
tblVehicleEF
LHD1
r 0.02
0.02
tblVehicleEF
LHD1
r 1.7870e-003
1.4216e-003
tblVehicleEF
LHD1
r 0.06
0.05
tblVehicleEF
LHD1
r 0.28
0.47
tblVehicleEF
LHD1
r 0.27
0.08
tblVehicleEF
LHD1
r 9.1000e-005
8.7939e-005
tblVehicleEF
LHD1
r 5.9280e-003
6.5213e-003
tblVehicleEF
LHD1
r 3.7900e-004
1.2281e-004
tblVehicleEF
LHD1
r 2.8210e-003
2.2568e-003
tblVehicleEF
LHD1
r 0.10
0.07
tblVehicleEF
LHD1
r 0.02
0.03
tblVehicleEF
LHD1
r 1.7870e-003
1.4216e-003
tblVehicleEF
LHD1
r 0.08
0.06
tblVehicleEF
LHD1
0.28
0.47
CalEEMod Version: CalEEMod.2016.3.2 Page 18 of 82 Date: 6/8/2020 9:44 AM
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tblVehicleEF
LHD1
0.29
0.09
-----------------------------
tblVehicleEF
Y ----------------------------
LHD1
�-----------------------------4--------------------------
i 5.7990e-003
5.8302e-003
tblVehicleEF
LHD1
r 0.01
5.0977e-003
tblVehicleEF
LHD1
r 0.02
0.02
tblVehicleEF
LHD1
r 0.15
0.19
tblVehicleEF
LHD1
r 0.79
0.58
tblVehicleEF
LHD1
r 2.44
1.04
tblVehicleEF
LHD1
r 9.03
9.05
tblVehicleEF
LHD1
r 603.73
667.74
tblVehicleEF
LHD1
r 33.13
12.33
tblVehicleEF
LHD1
r 0.08
0.06
tblVehicleEF
LHD1
r 1.19
0.76
tblVehicleEF
LHD1
r 8.6000e-004
7.5586e-004
tblVehicleEF
LHD1
r 0.08
0.08
tblVehicleEF
LHD1
r 0.01
9.6464e-003
tblVehicleEF
LHD1
r 0.01
7.2149e-003
tblVehicleEF
LHD1
r 9.1700e-004
2.5532e-004
tblVehicleEF
LHD1
r 8.2300e-004
7.2316e-004
tblVehicleEF
LHD1
r 0.03
0.03
tblVehicleEF
LHD1
r 2.5110e-003
2.4116e-003
tblVehicleEF
LHD1
r 9.9290e-003
6.8769e-003
tblVehicleEF
LHD1
r 8.4300e-004
2.3476e-004
tblVehicleEF
LHD1
r 3.9390e-003
3.1604e-003
tblVehicleEF
LHD1
r 0.10
0.07
tblVehicleEF
LHD1
r 0.02
0.02
tblVehicleEF
LHD1
r 2.4300e-003
1.9450e-003
----------------------------
tblVehicleEF
-------------------------
LHD1
---------------- ----------------------------------------
0.06
0.05
CalEEMod Version: CalEEMod.2016.3.2 Page 19 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
LHD1
0.27
0.45
-----------------------------
tblVehicleEF
Y ----------------------------
LHD1
�-----------------------------4--------------------------
i 0.26
0.08
tblVehicleEF
LHD1
r 9.1000e-005
8.7939e-005
tblVehicleEF
LHD1
r 5.9280e-003
6.5214e-003
tblVehicleEF
LHD1
r 3.7700e-004
1.2203e-004
tblVehicleEF
LHD1
r 3.9390e-003
3.1604e-003
tblVehicleEF
LHD1
r 0.10
0.07
tblVehicleEF
LHD1
r 0.02
0.03
tblVehicleEF
LHD1
r 2.4300e-003
1.9450e-003
tblVehicleEF
LHD1
r 0.08
0.06
tblVehicleEF
LHD1
r 0.27
0.45
tblVehicleEF
LHD1
r 0.28
0.08
tblVehicleEF
LHD1
r 5.7990e-003
5.8161e-003
tblVehicleEF
LHD1
r 0.01
4.9859e-003
tblVehicleEF
LHD1
r 0.02
0.02
tblVehicleEF
LHD1
r 0.15
0.19
tblVehicleEF
LHD1
r 0.77
0.57
tblVehicleEF
LHD1
r 2.56
1.09
tblVehicleEF
LHD1
r 9.03
9.05
tblVehicleEF
LHD1
r 603.73
667.72
tblVehicleEF
LHD1
r 33.13
12.42
tblVehicleEF
LHD1
r 0.08
0.06
tblVehicleEF
LHD1
r 1.24
0.80
tblVehicleEF
LHD1
r 8.6000e-004
7.5586e-004
tblVehicleEF
LHD1
r 0.08
0.08
tblVehicleEF
LHD1
r 0.01
9.6464e-003
----------------------------
tblVehicleEF
------------------------------------------------------
LHD1
0.01
7.2149e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 20 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
LHD1
9.1700e-004
2.5532e-004
-----------------------------
tblVehicleEF
Y ----------------------------
LHD1
�-----------------------------4--------------------------
i 8.2300e-004
7.2316e-004
tblVehicleEF
LHD1
r 0.03
0.03
tblVehicleEF
LHD1
r 2.5110e-003
2.4116e-003
tblVehicleEF
LHD1
r 9.9290e-003
6.8769e-003
tblVehicleEF
LHD1
r 8.4300e-004
2.3476e-004
tblVehicleEF
LHD1
r 2.9400e-003
2.3614e-003
tblVehicleEF
LHD1
r 0.11
0.08
tblVehicleEF
LHD1
r 0.02
0.02
tblVehicleEF
LHD1
r 1.8110e-003
1.4457e-003
tblVehicleEF
LHD1
r 0.06
0.05
tblVehicleEF
LHD1
r 0.30
0.50
tblVehicleEF
LHD1
r 0.27
0.08
tblVehicleEF
LHD1
r 9.1000e-005
8.7939e-005
tblVehicleEF
LHD1
r 5.9280e-003
6.5212e-003
tblVehicleEF
LHD1
r 3.8000e-004
1.2294e-004
tblVehicleEF
LHD1
r 2.9400e-003
2.3614e-003
tblVehicleEF
LHD1
r 0.11
0.08
tblVehicleEF
LHD1
r 0.02
0.03
tblVehicleEF
LHD1
r 1.8110e-003
1.4457e-003
tblVehicleEF
LHD1
r 0.08
0.06
tblVehicleEF
LHD1
r 0.30
0.50
tblVehicleEF
LHD1
r 0.29
0.09
tblVehicleEF
LHD2
r 4.2890e-003
4.2528e-003
tblVehicleEF
LHD2
r 4.2710e-003
3.6633e-003
tblVehicleEF
LHD2
r 9.4470e-003
0.01
tblVehicleEF
LHD2
0.13
0.16
CalEEMod Version: CalEEMod.2016.3.2 Page 21 of 82 Date: 6/8/2020 9:44 AM
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tblVehicleEF
LHD2
0.36
0.41
-----------------------------
tblVehicleEF
Y ----------------------------
LHD2
�-----------------------------4--------------------------
i 1.38
0.76
tblVehicleEF
LHD2
r 13.67
13.61
tblVehicleEF
LHD2
r 619.08
679.10
tblVehicleEF
LHD2
r 28.46
10.01
tblVehicleEF
LHD2
r 0.10
0.09
tblVehicleEF
LHD2
r 0.87
0.94
tblVehicleEF
LHD2
r 1.1890e-003
1.1974e-003
tblVehicleEF
LHD2
r 0.09
0.09
tblVehicleEF
LHD2
r 0.01
0.01
tblVehicleEF
LHD2
r 9.7400e-003
0.01
tblVehicleEF
LHD2
r 4.6100e-004
1.4938e-004
tblVehicleEF
LHD2
r 1.1370e-003
1.1456e-003
tblVehicleEF
LHD2
r 0.04
0.04
tblVehicleEF
LHD2
r 2.6460e-003
2.6120e-003
tblVehicleEF
LHD2
r 9.3060e-003
9.6641e-003
tblVehicleEF
LHD2
r 4.2300e-004
1.3735e-004
tblVehicleEF
LHD2
r 1.1610e-003
1.4569e-003
tblVehicleEF
LHD2
r 0.04
0.05
tblVehicleEF
LHD2
r 0.02
0.02
tblVehicleEF
LHD2
r 7.7900e-004
9.3370e-004
tblVehicleEF
LHD2
r 0.05
0.05
tblVehicleEF
LHD2
r 0.09
0.30
tblVehicleEF
LHD2
r 0.13
0.06
tblVehicleEF
LHD2
r 1.3400e-004
1.3057e-004
tblVehicleEF
LHD2
r 6.0340e-003
6.5784e-003
----------------------------
tblVehicleEF
------------------------------------
LHD2
10------------------
3.00e-004
9.9072e-005
CalEEMod Version: CalEEMod.2016.3.2 Page 22 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
LHD2
1.1610e-003
1.4569e-003
-----------------------------
tblVehicleEF
Y ----------------------------
LHD2
�-----------------------------4--------------------------
i 0.04
0.05
tblVehicleEF
LHD2
r 0.02
0.03
tblVehicleEF
LHD2
r 7.7900e-004
9.3370e-004
tblVehicleEF
LHD2
r 0.05
0.06
tblVehicleEF
LHD2
r 0.09
0.30
tblVehicleEF
LHD2
r 0.14
0.06
tblVehicleEF
LHD2
r 4.2890e-003
4.2615e-003
tblVehicleEF
LHD2
r 4.3220e-003
3.7008e-003
tblVehicleEF
LHD2
r 9.1410e-003
0.01
tblVehicleEF
LHD2
r 0.13
0.16
tblVehicleEF
LHD2
r 0.37
0.41
tblVehicleEF
LHD2
r 1.32
0.73
tblVehicleEF
LHD2
r 13.67
13.61
tblVehicleEF
LHD2
r 619.08
679.11
tblVehicleEF
LHD2
r 28.46
9.96
tblVehicleEF
LHD2
r 0.10
0.09
tblVehicleEF
LHD2
r 0.82
0.88
tblVehicleEF
LHD2
r 1.1890e-003
1.1974e-003
tblVehicleEF
LHD2
r 0.09
0.09
tblVehicleEF
LHD2
r 0.01
0.01
tblVehicleEF
LHD2
r 9.7400e-003
0.01
tblVehicleEF
LHD2
r 4.6100e-004
1.4938e-004
tblVehicleEF
LHD2
r 1.1370e-003
1.1456e-003
tblVehicleEF
LHD2
r 0.04
0.04
tblVehicleEF
LHD2
r 2.6460e-003
2.6120e-003
----------------------------
tblVehicleEF
------------------------------------------------------
LHD2
9.3060e-003
9.6641 e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 23 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
LHD2
4.2300e-004
1.3735e-004
-----------------------------
tblVehicleEF
Y ----------------------------
LHD2
-----------------------------4--------------------------
1.6270e-003
r
2.0405e-003
tblVehicleEF
LHD2
0.04
r
0.05
tblVehicleEF
LHD2
0.02
r
0.02
tblVehicleEF
LHD2
1.0610e-003
r
1.2766e-003
tblVehicleEF
LHD2
0.05
r
0.05
tblVehicleEF
LHD2
0.08
r
0.29
tblVehicleEF
LHD2
0.12
r
0.05
tblVehicleEF
LHD2
1.3400e-004
r
1.3057e-004
tblVehicleEF
LHD2
6.0340e-003
r
6.5785e-003
tblVehicleEF
LHD2
3.0900e-004
r
9.8524e-005
tblVehicleEF
LHD2
1.6270e-003
r
2.0405e-003
tblVehicleEF
LHD2
0.04
r
0.05
tblVehicleEF
LHD2
0.02
r
0.03
tblVehicleEF
LHD2
1.0610e-003
r
1.2766e-003
tblVehicleEF
LHD2
0.05
r
0.06
tblVehicleEF
LHD2
0.08
r
0.29
tblVehicleEF
LHD2
0.13
r
0.06
tblVehicleEF
LHD2
4.2890e-003
r
4.2512e-003
tblVehicleEF
LHD2
4.2570e-003
r
3.6533e-003
tblVehicleEF
LHD2
9.5090e-003
r
0.01
tblVehicleEF
LHD2
0.13
r
0.16
tblVehicleEF
LHD2
0.36
r
0.41
tblVehicleEF
LHD2
1.38
r
0.76
tblVehicleEF
LHD2
13.67
r
13.61
tblVehicleEF
LHD2
619.08
r
679.10
tblVehicleEF
LHD2
28.46
10.02
CaIEEMod Version: CalEEMod.2016.3.2 Page 24 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
LHD2
0.10
0.09
-----------------------------
tblVehicleEF
Y ----------------------------
LHD2
-----------------------------4--------------------------
r 0.85
0.92
tblVehicleEF
LHD2
1.1890e-003
r
1.1974e-003
tblVehicleEF
LHD2
0.09
r
0.09
tblVehicleEF
LHD2
0.01
r
0.01
tblVehicleEF
LHD2
9.7400e-003
r
0.01
tblVehicleEF
LHD2
4.6100e-004
r
1.4938e-004
tblVehicleEF
LHD2
1.1370e-003
r
1.1456e-003
tblVehicleEF
LHD2
0.04
r
0.04
tblVehicleEF
LHD2
2.6460e-003
r
2.6120e-003
tblVehicleEF
LHD2
9.3060e-003
r
9.6641 e-003
tblVehicleEF
LHD2
4.2300e-004
r
1.3735e-004
tblVehicleEF
LHD2
1.1810e-003
r
1.5016e-003
tblVehicleEF
LHD2
0.04
r
0.06
tblVehicleEF
LHD2
0.02
r
0.02
tblVehicleEF
LHD2
7.7800e-004
r
9.3294e-004
tblVehicleEF
LHD2
0.05
r
0.05
tblVehicleEF
LHD2
0.10
r
0.33
tblVehicleEF
LHD2
0.13
r
0.06
tblVehicleEF
LHD2
1.3400e-004
r
1.3057e-004
tblVehicleEF
LHD2
6.0340e-003
r
6.5784e-003
tblVehicleEF
LHD2
3.1000e-004
r
9.9159e-005
tblVehicleEF
LHD2
1.1810e-003
r
1.5016e-003
tblVehicleEF
LHD2
0.04
r
0.06
tblVehicleEF
LHD2
0.02
r
0.03
tblVehicleEF
LHD2
7.7800e-004
r
9.3294e-004
tblVehicleEF
LHD2
0.05
0.06
CalEEMod Version: CalEEMod.2016.3.2 Page 25 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
LHD2
0.10
0.33
-----------------------------
tblVehicleEF
Y ----------------------------
LHD2
�-----------------------------4--------------------------
i 0.14
0.06
tblVehicleEF
MY
r 0.48
0.35
tblVehicleEF
MY
r 0.15
0.24
tblVehicleEF
MY
r 18.61
18.90
tblVehicleEF
MY
r 9.56
8.43
tblVehicleEF
MY
r 177.57
214.49
tblVehicleEF
MY
r 45.30
60.11
tblVehicleEF
MY
r 1.12
1.12
tblVehicleEF
MY
r 0.01
0.01
tblVehicleEF
MY
r 4.00OOe-003
4.00OOe-003
tblVehicleEF
MY
r 2.1370e-003
2.1162e-003
tblVehicleEF
MY
r 3.9240e-003
3.2682e-003
tblVehicleEF
MY
r 5.0400e-003
5.0400e-003
tblVehicleEF
MY
r 1.00OOe-003
1.00OOe-003
tblVehicleEF
MY
r 1.9990e-003
1.9796e-003
tblVehicleEF
MY
r 3.7000e-003
3.0806e-003
tblVehicleEF
MY
r 1.13
1.16
tblVehicleEF
MY
r 0.69
0.72
tblVehicleEF
MY
r 0.71
0.72
tblVehicleEF
MY
r 2.38
2.40
tblVehicleEF
MY
r 0.65
2.07
tblVehicleEF
MY
r 2.05
1.82
tblVehicleEF
MY
r 2.1510e-003
2.1225e-003
tblVehicleEF
MY
r 6.7000e-004
5.9482e-004
tblVehicleEF
MY
r 1.13
1.16
tblVehicleEF
MY
0.69
0.72
CalEEMod Version: CalEEMod.2016.3.2 Page 26 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
MY
0.71
0.72
-----------------------------
tblVehicleEF
Y ----------------------------
MY
�-----------------------------4--------------------------
i 2.95
2.97
tblVehicleEF
MY
r 0.65
2.07
tblVehicleEF
MY
r 2.24
1.98
tblVehicleEF
MY
r 0.47
0.35
tblVehicleEF
MY
r 0.14
0.21
tblVehicleEF
MY
r 17.91
18.17
tblVehicleEF
MY
r 8.81
7.74
tblVehicleEF
MY
r 177.57
213.12
tblVehicleEF
MY
r 45.30
58.36
tblVehicleEF
MY
r 0.98
0.98
tblVehicleEF
MY
r 0.01
0.01
tblVehicleEF
MY
r 4.00OOe-003
4.00OOe-003
tblVehicleEF
MY
r 2.1370e-003
2.1162e-003
tblVehicleEF
MY
r 3.9240e-003
3.2682e-003
tblVehicleEF
MY
r 5.0400e-003
5.0400e-003
tblVehicleEF
MY
r 1.00OOe-003
1.00OOe-003
tblVehicleEF
MY
r 1.9990e-003
1.9796e-003
tblVehicleEF
MY
r 3.7000e-003
3.0806e-003
tblVehicleEF
MY
r 1.71
1.74
tblVehicleEF
MY
r 0.73
0.76
tblVehicleEF
MY
r 1.12
1.14
tblVehicleEF
MY
r 2.33
2.34
tblVehicleEF
MY
r 0.61
1.94
tblVehicleEF
MY
r 1.85
1.62
tblVehicleEF
MY
r 2.1380e-003
2.1090e-003
tblVehicleEF
MY
6.5100e-004
5.7748e-004
CalEEMod Version: CalEEMod.2016.3.2 Page 27 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
MY
1.71
1.74
-----------------------------
tblVehicleEF
Y ----------------------------
MY
�-----------------------------4--------------------------
i 0.73
0.76
tblVehicleEF
MY
r 1.12
1.14
tblVehicleEF
MY
r 2.89
2.90
tblVehicleEF
MY
r 0.61
1.94
tblVehicleEF
MY
r 2.01
1.77
tblVehicleEF
MY
r 0.48
0.35
tblVehicleEF
MY
r 0.15
0.24
tblVehicleEF
MY
r 18.72
19.01
tblVehicleEF
MY
r 9.67
8.55
tblVehicleEF
MY
r 177.57
214.70
tblVehicleEF
MY
r 45.30
60.42
tblVehicleEF
MY
r 1.09
1.09
tblVehicleEF
MY
r 0.01
0.01
tblVehicleEF
MY
r 4.00OOe-003
4.00OOe-003
tblVehicleEF
MY
r 2.1370e-003
2.1162e-003
tblVehicleEF
MY
r 3.9240e-003
3.2682e-003
tblVehicleEF
MY
r 5.0400e-003
5.0400e-003
tblVehicleEF
MY
r 1.00OOe-003
1.00OOe-003
tblVehicleEF
MY
r 1.9990e-003
1.9796e-003
tblVehicleEF
MY
r 3.7000e-003
3.0806e-003
tblVehicleEF
MY
r 1.26
1.28
tblVehicleEF
MY
r 0.89
0.92
tblVehicleEF
MY
r 0.75
0.76
tblVehicleEF
MY
r 2.39
2.41
tblVehicleEF
MY
r 0.75
2.38
tblVehicleEF
MY
2.09
1.86
CalEEMod Version: CalEEMod.2016.3.2 Page 28 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
MY
2.1530e-003
2.1246e-003
-----------------------------
tblVehicleEF
Y ----------------------------
MY
�-----------------------------4--------------------------
i 6.7300e-004
5.9790e-004
tblVehicleEF
MY
r 1.26
1.28
tblVehicleEF
MY
r 0.89
0.92
tblVehicleEF
MY
r 0.75
0.76
tblVehicleEF
MY
r 2.97
2.98
tblVehicleEF
MY
r 0.75
2.38
tblVehicleEF
MY
r 2.28
2.02
tblVehicleEF
MDV
r 0.01
5.6007e-003
tblVehicleEF
MDV
r 0.01
0.08
tblVehicleEF
MDV
r 1.26
1.12
tblVehicleEF
MDV
r 2.62
3.12
tblVehicleEF
MDV
r 500.02
420.73
tblVehicleEF
MDV
r 108.15
86.72
tblVehicleEF
MDV
r 0.14
0.10
tblVehicleEF
MDV
r 0.04
0.04
tblVehicleEF
MDV
r 8.00OOe-003
7.9666e-003
tblVehicleEF
MDV
r 1.9190e-003
1.7850e-003
tblVehicleEF
MDV
r 2.3090e-003
1.9836e-003
tblVehicleEF
MDV
r 0.02
0.02
tblVehicleEF
MDV
r 2.00OOe-003
1.9917e-003
tblVehicleEF
MDV
r 1.7700e-003
1.6466e-003
tblVehicleEF
MDV
r 2.1250e-003
1.8249e-003
tblVehicleEF
MDV
r 0.07
0.08
tblVehicleEF
MDV
r 0.16
0.14
tblVehicleEF
MDV
r 0.07
0.09
tblVehicleEF
MDV
0.03
0.02
CalEEMod Version: CalEEMod.2016.3.2 Page 29 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
MDV
0.10
0.42
-----------------------------
tblVehicleEF
Y ----------------------------
MDV
�-----------------------------4--------------------------
i 0.20
0.41
tblVehicleEF
MDV
r 5.0080e-003
4.1596e-003
tblVehicleEF
MDV
r 1.1270e-003
8.5816e-004
tblVehicleEF
MDV
r 0.07
0.08
tblVehicleEF
MDV
r 0.16
0.14
tblVehicleEF
MDV
r 0.07
0.09
tblVehicleEF
MDV
r 0.04
0.03
tblVehicleEF
MDV
r 0.10
0.42
tblVehicleEF
MDV
r 0.22
0.45
tblVehicleEF
MDV
r 0.01
5.9079e-003
tblVehicleEF
MDV
r 0.01
0.08
tblVehicleEF
MDV
r 1.36
1.20
tblVehicleEF
MDV
r 2.27
2.69
tblVehicleEF
MDV
r 519.96
432.28
tblVehicleEF
MDV
r 108.15
85.89
tblVehicleEF
MDV
r 0.12
0.09
tblVehicleEF
MDV
r 0.04
0.04
tblVehicleEF
MDV
r 8.00OOe-003
7.9666e-003
tblVehicleEF
MDV
r 1.9190e-003
1.7850e-003
tblVehicleEF
MDV
r 2.3090e-003
1.9836e-003
tblVehicleEF
MDV
r 0.02
0.02
tblVehicleEF
MDV
r 2.00OOe-003
1.9917e-003
tblVehicleEF
MDV
r 1.7700e-003
1.6466e-003
tblVehicleEF
MDV
r 2.1250e-003
1.8249e-003
tblVehicleEF
MDV
r 0.10
0.12
tblVehicleEF
MDV
0.16
0.14
CalEEMod Version: CalEEMod.2016.3.2 Page 30 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
MDV
0.10
0.12
-----------------------------
tblVehicleEF
Y ----------------------------
MDV
�-----------------------------4--------------------------
i 0.03
0.03
tblVehicleEF
MDV
r 0.09
0.39
tblVehicleEF
MDV
r 0.18
0.37
tblVehicleEF
MDV
r 5.2090e-003
4.2738e-003
tblVehicleEF
MDV
r 1.1210e-003
8.4999e-004
tblVehicleEF
MDV
r 0.10
0.12
tblVehicleEF
MDV
r 0.16
0.14
tblVehicleEF
MDV
r 0.10
0.12
tblVehicleEF
MDV
r 0.05
0.04
tblVehicleEF
MDV
r 0.09
0.39
tblVehicleEF
MDV
r 0.20
0.40
tblVehicleEF
MDV
r 0.01
5.5001 e-003
tblVehicleEF
MDV
r 0.02
0.09
tblVehicleEF
MDV
r 1.23
1.08
tblVehicleEF
MDV
r 2.69
3.21
tblVehicleEF
MDV
r 492.66
416.47
tblVehicleEF
MDV
r 108.15
86.90
tblVehicleEF
MDV
r 0.13
0.10
tblVehicleEF
MDV
r 0.04
0.04
tblVehicleEF
MDV
r 8.00OOe-003
7.9666e-003
tblVehicleEF
MDV
r 1.9190e-003
1.7850e-003
tblVehicleEF
MDV
r 2.3090e-003
1.9836e-003
tblVehicleEF
MDV
r 0.02
0.02
tblVehicleEF
MDV
r 2.00OOe-003
1.9917e-003
tblVehicleEF
MDV
r 1.7700e-003
1.6466e-003
tblVehicleEF
MDV
2.1250e-003
1.8249e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 31 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
MDV
0.06
0.08
-----------------------------
tblVehicleEF
Y ----------------------------
MDV
�-----------------------------4--------------------------
i 0.17
0.15
tblVehicleEF
MDV
r 0.07
0.09
tblVehicleEF
MDV
r 0.03
0.02
tblVehicleEF
MDV
r 0.11
0.49
tblVehicleEF
MDV
r 0.20
0.42
tblVehicleEF
MDV
r 4.9340e-003
4.1175e-003
tblVehicleEF
MDV
r 1.1290e-003
8.5994e-004
tblVehicleEF
MDV
r 0.06
0.08
tblVehicleEF
MDV
r 0.17
0.15
tblVehicleEF
MDV
r 0.07
0.09
tblVehicleEF
MDV
r 0.04
0.03
tblVehicleEF
MDV
r 0.11
0.49
tblVehicleEF
MDV
r 0.22
0.46
tblVehicleEF
MH
r 0.03
3.3605e-003
tblVehicleEF
MH
r 0.02
0.00
tblVehicleEF
MH
r 2.15
0.31
tblVehicleEF
MH
r 5.50
0.00
tblVehicleEF
MH
} 1,108.90
981.53
tblVehicleEF
MH
r 57.43
0.00
tblVehicleEF
MH
r 1.43
3.91
tblVehicleEF
MH
r 0.13
0.13
tblVehicleEF
MH
r 0.01
0.02
tblVehicleEF
MH
r 0.03
0.10
tblVehicleEF
MH
r 1.0490e-003
0.00
tblVehicleEF
MH
r 0.06
0.06
tblVehicleEF
MH
3.2420e-003
4.00OOe-003
CalEEMod Version: CalEEMod.2016.3.2 Page 32 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
MH
0.03
0.09
-----------------------------
tblVehicleEF
Y ----------------------------
MH
�-----------------------------4--------------------------
i 9.6500e-004
0.00
tblVehicleEF
MH
r 0.95
0.00
tblVehicleEF
MH
r 0.07
0.00
tblVehicleEF
MH
r 0.41
0.00
tblVehicleEF
MH
r 0.09
0.07
tblVehicleEF
MH
r 0.02
0.00
tblVehicleEF
MH
r 0.32
0.00
tblVehicleEF
MH
r 0.01
9.2790e-003
tblVehicleEF
MH
r 6.7000e-004
0.00
tblVehicleEF
MH
r 0.95
0.00
tblVehicleEF
MH
r 0.07
0.00
tblVehicleEF
MH
r 0.41
0.00
tblVehicleEF
MH
r 0.12
0.08
tblVehicleEF
MH
r 0.02
0.00
tblVehicleEF
MH
r 0.35
0.00
tblVehicleEF
MH
r 0.03
3.3605e-003
tblVehicleEF
MH
r 0.02
0.00
tblVehicleEF
MH
r 2.21
0.31
tblVehicleEF
MH
r 5.21
0.00
tblVehicleEF
MH
} 1,108.90
981.53
tblVehicleEF
MH
r 57.43
0.00
tblVehicleEF
MH
r 1.33
3.70
tblVehicleEF
MH
r 0.13
0.13
tblVehicleEF
MH
r 0.01
0.02
tblVehicleEF
MH
r 0.03
0.10
----------------------------
tblVehicleEF
------------------------------------------------------
MH
1.0490e-003
0.00
CalEEMod Version: CalEEMod.2016.3.2 Page 33 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
MH
0.06
0.06
-----------------------------
tblVehicleEF
Y ----------------------------
MH
�-----------------------------4--------------------------
i 3.2420e-003
4.00OOe-003
tblVehicleEF
MH
r 0.03
0.09
tblVehicleEF
MH
r 9.6500e-004
0.00
tblVehicleEF
MH
r 1.28
0.00
tblVehicleEF
MH
r 0.07
0.00
tblVehicleEF
MH
r 0.56
0.00
tblVehicleEF
MH
r 0.09
0.07
tblVehicleEF
MH
r 0.02
0.00
tblVehicleEF
MH
r 0.31
0.00
tblVehicleEF
MH
r 0.01
9.2790e-003
tblVehicleEF
MH
r 6.6500e-004
0.00
tblVehicleEF
MH
r 1.28
0.00
tblVehicleEF
MH
r 0.07
0.00
tblVehicleEF
MH
r 0.56
0.00
tblVehicleEF
MH
r 0.12
0.08
tblVehicleEF
MH
r 0.02
0.00
tblVehicleEF
MH
r 0.34
0.00
tblVehicleEF
MH
r 0.03
3.3605e-003
tblVehicleEF
MH
r 0.02
0.00
tblVehicleEF
MH
r 2.13
0.31
tblVehicleEF
MH
r 5.54
0.00
tblVehicleEF
MH
} 1,108.90
981.53
tblVehicleEF
MH
r 57.43
0.00
tblVehicleEF
MH
r 1.40
3.84
tblVehicleEF
MH
r 0.13
0.13
----------------------------
tblVehicleEF
------------------------------------------------------
MH
0.01
0.02
CalEEMod Version: CalEEMod.2016.3.2 Page 34 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
MH
0.03
0.10
-----------------------------
tblVehicleEF
Y ----------------------------
MH
�-----------------------------4--------------------------
i 1.0490e-003
0.00
tblVehicleEF
MH
r 0.06
0.06
tblVehicleEF
MH
r 3.2420e-003
4.00OOe-003
tblVehicleEF
MH
r 0.03
0.09
tblVehicleEF
MH
r 9.6500e-004
0.00
tblVehicleEF
MH
r 1.05
0.00
tblVehicleEF
MH
r 0.08
0.00
tblVehicleEF
MH
r 0.43
0.00
tblVehicleEF
MH
r 0.09
0.07
tblVehicleEF
MH
r 0.02
0.00
tblVehicleEF
MH
r 0.32
0.00
tblVehicleEF
MH
r 0.01
9.2790e-003
tblVehicleEF
MH
r 6.7100e-004
0.00
tblVehicleEF
MH
r 1.05
0.00
tblVehicleEF
MH
r 0.08
0.00
tblVehicleEF
MH
r 0.43
0.00
tblVehicleEF
MH
r 0.12
0.08
tblVehicleEF
MH
r 0.02
0.00
tblVehicleEF
MH
r 0.35
0.00
tblVehicleEF
MHD
r 0.02
4.9135e-003
tblVehicleEF
MHD
r 4.2090e-003
5.6113e-003
tblVehicleEF
MHD
r 0.05
0.01
tblVehicleEF
MHD
r 0.36
0.39
tblVehicleEF
MHD
r 0.33
0.51
tblVehicleEF
MHD
r 6.12
1.31
tblVehicleEF
MHD
141.40
56.75
CalEEMod Version: CalEEMod.2016.3.2 Page 35 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
MHD
1,144.82
1,086.34
-----------------------------
tblVehicleEF
Y ----------------------------
MHD
�-----------------------------4--------------------------
i 60.68
12.86
tblVehicleEF
MHD
r 0.54
0.43
tblVehicleEF
MHD
r 1.18
1.96
tblVehicleEF
MHD
r 2.3000e-004
1.4505e-003
tblVehicleEF
MHD
r 0.13
0.13
tblVehicleEF
MHD
r 0.01
0.01
tblVehicleEF
MHD
r 5.5730e-003
0.05
tblVehicleEF
MHD
r 7.9300e-004
1.1907e-004
tblVehicleEF
MHD
r 2.2000e-004
1.3878e-003
tblVehicleEF
MHD
r 0.06
0.06
tblVehicleEF
MHD
r 3.00OOe-003
3.00OOe-003
tblVehicleEF
MHD
r 5.3290e-003
0.05
tblVehicleEF
MHD
r 7.2900e-004
1.0948e-004
tblVehicleEF
MHD
r 1.1360e-003
4.8731e-004
tblVehicleEF
MHD
r 0.04
0.02
tblVehicleEF
MHD
r 0.03
0.02
tblVehicleEF
MHD
r 7.3800e-004
3.2888e-004
tblVehicleEF
MHD
r 0.04
0.09
tblVehicleEF
MHD
r 0.02
0.10
tblVehicleEF
MHD
r 0.38
0.06
tblVehicleEF
MHD
r 1.3610e-003
5.4033e-004
tblVehicleEF
MHD
r 0.01
0.01
tblVehicleEF
MHD
r 7.1400e-004
1.2722e-004
tblVehicleEF
MHD
r 1.1360e-003
4.8731e-004
tblVehicleEF
MHD
r 0.04
0.02
tblVehicleEF
MHD
0.04
0.03
CalEEMod Version: CalEEMod.2016.3.2 Page 36 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
MHD
7.3800e-004
3.2888e-004
-----------------------------
tblVehicleEF
Y ----------------------------
MHD
�-----------------------------4--------------------------
i 0.05
0.11
tblVehicleEF
MHD
r 0.02
0.10
tblVehicleEF
MHD
r 0.41
0.07
tblVehicleEF
MHD
r 0.02
4.6515e-003
tblVehicleEF
MHD
r 4.2610e-003
5.6474e-003
tblVehicleEF
MHD
r 0.05
0.01
tblVehicleEF
MHD
r 0.26
0.31
tblVehicleEF
MHD
r 0.34
0.51
tblVehicleEF
MHD
r 5.83
1.25
tblVehicleEF
MHD
r 149.77
57.73
tblVehicleEF
MHD
} 1,144.82
1,086.35
tblVehicleEF
MHD
r 60.68
12.75
tblVehicleEF
MHD
r 0.56
0.43
tblVehicleEF
MHD
r 1.12
1.85
tblVehicleEF
MHD
r 1.9400e-004
1.2248e-003
tblVehicleEF
MHD
r 0.13
0.13
tblVehicleEF
MHD
r 0.01
0.01
tblVehicleEF
MHD
r 5.5730e-003
0.05
tblVehicleEF
MHD
r 7.9300e-004
1.1907e-004
tblVehicleEF
MHD
r 1.8500e-004
1.1718e-003
tblVehicleEF
MHD
r 0.06
0.06
tblVehicleEF
MHD
r 3.00OOe-003
3.00OOe-003
tblVehicleEF
MHD
r 5.3290e-003
0.05
tblVehicleEF
MHD
r 7.2900e-004
1.0948e-004
tblVehicleEF
MHD
r 1.6040e-003
6.8946e-004
tblVehicleEF
MHD
0.05
0.02
CalEEMod Version: CalEEMod.2016.3.2 Page 37 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
MHD
0.02
0.02
-----------------------------
tblVehicleEF
Y ----------------------------
MHD
�-----------------------------4--------------------------
i 1.0240e-003
4.5603e-004
tblVehicleEF
MHD
r 0.04
0.09
tblVehicleEF
MHD
r 0.02
0.09
tblVehicleEF
MHD
r 0.36
0.06
tblVehicleEF
MHD
r 1.4400e-003
5.4975e-004
tblVehicleEF
MHD
r 0.01
0.01
tblVehicleEF
MHD
r 7.0900e-004
1.2618e-004
tblVehicleEF
MHD
r 1.6040e-003
6.8946e-004
tblVehicleEF
MHD
r 0.05
0.02
tblVehicleEF
MHD
r 0.03
0.03
tblVehicleEF
MHD
r 1.0240e-003
4.5603e-004
tblVehicleEF
MHD
r 0.05
0.11
tblVehicleEF
MHD
r 0.02
0.09
tblVehicleEF
MHD
r 0.40
0.06
tblVehicleEF
MHD
r 0.02
5.2905e-003
tblVehicleEF
MHD
r 4.1930e-003
5.5992e-003
tblVehicleEF
MHD
r 0.05
0.01
tblVehicleEF
MHD
r 0.50
0.50
tblVehicleEF
MHD
r 0.33
0.51
tblVehicleEF
MHD
r 6.17
1.32
tblVehicleEF
MHD
r 129.83
55.39
tblVehicleEF
MHD
} 1,144.82
1,086.34
tblVehicleEF
MHD
r 60.68
12.88
tblVehicleEF
MHD
r 0.52
0.42
tblVehicleEF
MHD
r 1.16
1.92
tblVehicleEF
MHD
2.8000e-004
1.7623e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 38 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
MHD
0.13
0.13
-----------------------------
tblVehicleEF
Y ----------------------------
MHD
�-----------------------------4--------------------------
i 0.01
0.01
tblVehicleEF
MHD
r 5.5730e-003
0.05
tblVehicleEF
MHD
r 7.9300e-004
1.1907e-004
tblVehicleEF
MHD
r 2.6800e-004
1.6861e-003
tblVehicleEF
MHD
r 0.06
0.06
tblVehicleEF
MHD
r 3.00OOe-003
3.00OOe-003
tblVehicleEF
MHD
r 5.3290e-003
0.05
tblVehicleEF
MHD
r 7.2900e-004
1.0948e-004
tblVehicleEF
MHD
r 1.1820e-003
4.9850e-004
tblVehicleEF
MHD
r 0.05
0.02
tblVehicleEF
MHD
r 0.03
0.03
tblVehicleEF
MHD
r 7.5300e-004
3.3118e-004
tblVehicleEF
MHD
r 0.04
0.09
tblVehicleEF
MHD
r 0.02
0.11
tblVehicleEF
MHD
r 0.38
0.06
tblVehicleEF
MHD
r 1.2520e-003
5.2723e-004
tblVehicleEF
MHD
r 0.01
0.01
tblVehicleEF
MHD
r 7.1500e-004
1.2742e-004
tblVehicleEF
MHD
r 1.1820e-003
4.9850e-004
tblVehicleEF
MHD
r 0.05
0.02
tblVehicleEF
MHD
r 0.04
0.03
tblVehicleEF
MHD
r 7.5300e-004
3.3118e-004
tblVehicleEF
MHD
r 0.05
0.11
tblVehicleEF
MHD
r 0.02
0.11
tblVehicleEF
MHD
r 0.42
0.07
tblVehicleEF
OBUS
0.01
9.0600e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 39 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
OBUS
8.4360e-003
9.3584e-003
-----------------------------
tblVehicleEF
Y ----------------------------
OBUS
�-----------------------------4--------------------------
i 0.03
0.02
tblVehicleEF
OBUS
r 0.28
0.55
tblVehicleEF
OBUS
r 0.58
1.01
tblVehicleEF
OBUS
r 5.60
2.44
tblVehicleEF
OBUS
r 84.68
84.33
tblVehicleEF
OBUS
} 1,226.51
1,422.10
tblVehicleEF
OBUS
r 69.78
20.28
tblVehicleEF
OBUS
r 0.42
0.52
tblVehicleEF
OBUS
r 1.44
1.85
tblVehicleEF
OBUS
r 1.4500e-004
2.0433e-003
tblVehicleEF
OBUS
r 0.13
0.13
tblVehicleEF
OBUS
r 0.01
0.01
tblVehicleEF
OBUS
r 7.3790e-003
0.04
tblVehicleEF
OBUS
r 8.3400e-004
1.9512e-004
tblVehicleEF
OBUS
r 1.3900e-004
1.9549e-003
tblVehicleEF
OBUS
r 0.06
0.06
tblVehicleEF
OBUS
r 3.00OOe-003
3.00OOe-003
tblVehicleEF
OBUS
r 7.0420e-003
0.03
tblVehicleEF
OBUS
r 7.6700e-004
1.7940e-004
tblVehicleEF
OBUS
r 1.4250e-003
1.8494e-003
tblVehicleEF
OBUS
r 0.02
0.02
tblVehicleEF
OBUS
r 0.04
0.06
tblVehicleEF
OBUS
r 7.6500e-004
9.7789e-004
tblVehicleEF
OBUS
r 0.06
0.10
tblVehicleEF
OBUS
r 0.04
0.23
tblVehicleEF
OBUS
0.35
0.12
CalEEMod Version: CalEEMod.2016.3.2 Page 40 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
OBUS
8.2000e-004
8.0328e-004
-----------------------------
tblVehicleEF
Y ----------------------------
OBUS
�-----------------------------4--------------------------
i 0.01
0.01
tblVehicleEF
OBUS
r 7.9600e-004
2.0066e-004
tblVehicleEF
OBUS
r 1.4250e-003
1.8494e-003
tblVehicleEF
OBUS
r 0.02
0.02
tblVehicleEF
OBUS
r 0.05
0.08
tblVehicleEF
OBUS
r 7.6500e-004
9.7789e-004
tblVehicleEF
OBUS
r 0.07
0.12
tblVehicleEF
OBUS
r 0.04
0.23
tblVehicleEF
OBUS
r 0.39
0.13
tblVehicleEF
OBUS
r 0.01
9.0787e-003
tblVehicleEF
OBUS
r 8.5800e-003
9.4940e-003
tblVehicleEF
OBUS
r 0.03
0.02
tblVehicleEF
OBUS
r 0.26
0.53
tblVehicleEF
OBUS
r 0.58
1.02
tblVehicleEF
OBUS
r 5.31
2.31
tblVehicleEF
OBUS
r 88.70
84.93
tblVehicleEF
OBUS
} 1,226.51
1,422.12
tblVehicleEF
OBUS
r 69.78
20.06
tblVehicleEF
OBUS
r 0.43
0.52
tblVehicleEF
OBUS
r 1.35
1.74
tblVehicleEF
OBUS
r 1.2200e-004
1.7267e-003
tblVehicleEF
OBUS
r 0.13
0.13
tblVehicleEF
OBUS
r 0.01
0.01
tblVehicleEF
OBUS
r 7.3790e-003
0.04
tblVehicleEF
OBUS
r 8.3400e-004
1.9512e-004
tblVehicleEF
OBUS
1.1700e-004
1.6520e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 41 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
OBUS
0.06
0.06
-----------------------------
tblVehicleEF
Y ----------------------------
OBUS
�-----------------------------4--------------------------
i 3.00OOe-003
3.00OOe-003
tblVehicleEF
OBUS
r 7.0420e-003
0.03
tblVehicleEF
OBUS
r 7.6700e-004
1.7940e-004
tblVehicleEF
OBUS
r 1.9610e-003
2.5309e-003
tblVehicleEF
OBUS
r 0.02
0.02
tblVehicleEF
OBUS
r 0.04
0.06
tblVehicleEF
OBUS
r 1.0530e-003
1.3344e-003
tblVehicleEF
OBUS
r 0.06
0.10
tblVehicleEF
OBUS
r 0.04
0.22
tblVehicleEF
OBUS
r 0.34
0.11
tblVehicleEF
OBUS
r 8.5900e-004
8.0897e-004
tblVehicleEF
OBUS
r 0.01
0.01
tblVehicleEF
OBUS
r 7.9100e-004
1.9856e-004
tblVehicleEF
OBUS
r 1.9610e-003
2.5309e-003
tblVehicleEF
OBUS
r 0.02
0.02
tblVehicleEF
OBUS
r 0.05
0.08
tblVehicleEF
OBUS
r 1.0530e-003
1.3344e-003
tblVehicleEF
OBUS
r 0.07
0.12
tblVehicleEF
OBUS
r 0.04
0.22
tblVehicleEF
OBUS
r 0.37
0.13
tblVehicleEF
OBUS
r 0.01
9.0542e-003
tblVehicleEF
OBUS
r 8.3930e-003
9.3186e-003
tblVehicleEF
OBUS
r 0.03
0.02
tblVehicleEF
OBUS
r 0.29
0.59
tblVehicleEF
OBUS
r 0.57
1.00
tblVehicleEF
OBUS
5.64
2.46
CalEEMod Version: CalEEMod.2016.3.2 Page 42 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
OBUS
79.14
83.50
-----------------------------
tblVehicleEF
Y ----------------------------
OBUS
�-----------------------------4--------------------------
} 1,226.51
1,422.09
tblVehicleEF
OBUS
r 69.78
20.31
tblVehicleEF
OBUS
r 0.40
0.52
tblVehicleEF
OBUS
r 1.41
1.81
tblVehicleEF
OBUS
r 1.7600e-004
2.4806e-003
tblVehicleEF
OBUS
r 0.13
0.13
tblVehicleEF
OBUS
r 0.01
0.01
tblVehicleEF
OBUS
r 7.3790e-003
0.04
tblVehicleEF
OBUS
r 8.3400e-004
1.9512e-004
tblVehicleEF
OBUS
r 1.6900e-004
2.3733e-003
tblVehicleEF
OBUS
r 0.06
0.06
tblVehicleEF
OBUS
r 3.00OOe-003
3.00OOe-003
tblVehicleEF
OBUS
r 7.0420e-003
0.03
tblVehicleEF
OBUS
r 7.6700e-004
1.7940e-004
tblVehicleEF
OBUS
r 1.4580e-003
1.9065e-003
tblVehicleEF
OBUS
r 0.02
0.02
tblVehicleEF
OBUS
r 0.04
0.06
tblVehicleEF
OBUS
r 7.6200e-004
9.8177e-004
tblVehicleEF
OBUS
r 0.06
0.10
tblVehicleEF
OBUS
r 0.04
0.24
tblVehicleEF
OBUS
r 0.36
0.12
tblVehicleEF
OBUS
r 7.6700e-004
7.9541e-004
tblVehicleEF
OBUS
r 0.01
0.01
tblVehicleEF
OBUS
r 7.9700e-004
2.0100e-004
tblVehicleEF
OBUS
r 1.4580e-003
1.9065e-003
tblVehicleEF
OBUS
0.02
0.02
CalEEMod Version: CalEEMod.2016.3.2 Page 43 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
OBUS
0.05
0.08
-----------------------------
tblVehicleEF
Y ----------------------------
OBUS
�-----------------------------4--------------------------
i 7.6200e-004
9.8177e-004
tblVehicleEF
OBUS
r 0.07
0.12
tblVehicleEF
OBUS
r 0.04
0.24
tblVehicleEF
OBUS
r 0.39
0.13
tblVehicleEF
SBUS
r 0.87
0.07
tblVehicleEF
SBUS
r 0.02
0.01
tblVehicleEF
SBUS
r 0.09
7.1319e-003
tblVehicleEF
SBUS
r 8.16
2.80
tblVehicleEF
SBUS
r 1.19
1.03
tblVehicleEF
SBUS
r 9.61
1.02
tblVehicleEF
SBUS
} 1,131.05
356.18
tblVehicleEF
SBUS
} 1,090.69
1,128.82
tblVehicleEF
SBUS
r 54.18
5.79
tblVehicleEF
SBUS
r 9.79
3.82
tblVehicleEF
SBUS
r 4.65
6.33
tblVehicleEF
SBUS
r 0.01
6.3356e-003
tblVehicleEF
SBUS
r 0.74
0.74
tblVehicleEF
SBUS
r 0.01
0.01
tblVehicleEF
SBUS
r 0.03
0.04
tblVehicleEF
SBUS
r 9.3500e-004
6.5117e-005
tblVehicleEF
SBUS
r 0.01
6.0616e-003
tblVehicleEF
SBUS
r 0.32
0.32
tblVehicleEF
SBUS
r 2.6810e-003
2.6583e-003
tblVehicleEF
SBUS
r 0.02
0.04
tblVehicleEF
SBUS
r 8.6000e-004
5.9873e-005
tblVehicleEF
SBUS
3.6480e-003
1.1352e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 44 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
SBUS
0.04
0.01
-----------------------------
tblVehicleEF
Y ----------------------------
SBUS
�-----------------------------4--------------------------
i 0.98
0.34
tblVehicleEF
SBUS
r 1.9360e-003
5.7499e-004
tblVehicleEF
SBUS
r 0.13
0.14
tblVehicleEF
SBUS
r 0.02
0.07
tblVehicleEF
SBUS
r 0.51
0.04
tblVehicleEF
SBUS
r 0.01
3.3995e-003
tblVehicleEF
SBUS
r 0.01
0.01
tblVehicleEF
SBUS
r 7.0800e-004
5.7337e-005
tblVehicleEF
SBUS
r 3.6480e-003
1.1352e-003
tblVehicleEF
SBUS
r 0.04
0.01
tblVehicleEF
SBUS
r 1.42
0.48
tblVehicleEF
SBUS
r 1.9360e-003
5.7499e-004
tblVehicleEF
SBUS
r 0.16
0.17
tblVehicleEF
SBUS
r 0.02
0.07
tblVehicleEF
SBUS
r 0.56
0.05
tblVehicleEF
SBUS
r 0.87
0.07
tblVehicleEF
SBUS
r 0.02
0.01
tblVehicleEF
SBUS
r 0.08
6.4082e-003
tblVehicleEF
SBUS
r 8.04
2.75
tblVehicleEF
SBUS
r 1.21
1.05
tblVehicleEF
SBUS
r 7.94
0.84
tblVehicleEF
SBUS
} 1,182.37
367.48
tblVehicleEF
SBUS
} 1,090.69
1,128.85
tblVehicleEF
SBUS
r 54.18
5.50
tblVehicleEF
SBUS
r 10.10
3.93
tblVehicleEF
SBUS
4.39
5.98
CalEEMod Version: CalEEMod.2016.3.2 Page 45 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
SBUS
8.9100e-003
5.3460e-003
-----------------------------
tblVehicleEF
Y ----------------------------
SBUS
�-----------------------------4--------------------------
i 0.74
0.74
tblVehicleEF
SBUS
r 0.01
0.01
tblVehicleEF
SBUS
r 0.03
0.04
tblVehicleEF
SBUS
r 9.3500e-004
6.5117e-005
tblVehicleEF
SBUS
r 8.5240e-003
5.1148e-003
tblVehicleEF
SBUS
r 0.32
0.32
tblVehicleEF
SBUS
r 2.6810e-003
2.6583e-003
tblVehicleEF
SBUS
r 0.02
0.04
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SBUS
r 8.6000e-004
5.9873e-005
tblVehicleEF
SBUS
r 4.9860e-003
1.5477e-003
tblVehicleEF
SBUS
r 0.04
0.01
tblVehicleEF
SBUS
r 0.98
0.34
tblVehicleEF
SBUS
r 2.6570e-003
7.8537e-004
tblVehicleEF
SBUS
r 0.13
0.14
tblVehicleEF
SBUS
r 0.01
0.06
tblVehicleEF
SBUS
r 0.46
0.04
tblVehicleEF
SBUS
r 0.01
3.5062e-003
tblVehicleEF
SBUS
r 0.01
0.01
tblVehicleEF
SBUS
r 6.8100e-004
5.4417e-005
tblVehicleEF
SBUS
r 4.9860e-003
1.5477e-003
tblVehicleEF
SBUS
r 0.04
0.01
tblVehicleEF
SBUS
r 1.42
0.48
tblVehicleEF
SBUS
r 2.6570e-003
7.8537e-004
tblVehicleEF
SBUS
r 0.16
0.17
tblVehicleEF
SBUS
r 0.01
0.06
tblVehicleEF
SBUS
0.50
0.04
CalEEMod Version: CalEEMod.2016.3.2 Page 46 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
SBUS
0.87
0.07
-----------------------------
tblVehicleEF
Y ----------------------------
SBUS
�-----------------------------4--------------------------
i 0.02
0.01
tblVehicleEF
SBUS
r 0.09
7.2358e-003
tblVehicleEF
SBUS
r 8.33
2.86
tblVehicleEF
SBUS
r 1.18
1.03
tblVehicleEF
SBUS
r 9.77
1.03
tblVehicleEF
SBUS
} 1,060.18
340.58
tblVehicleEF
SBUS
} 1,090.69
1,128.81
tblVehicleEF
SBUS
r 54.18
5.82
tblVehicleEF
SBUS
r 9.36
3.67
tblVehicleEF
SBUS
r 4.57
6.22
tblVehicleEF
SBUS
r 0.01
7.7023e-003
tblVehicleEF
SBUS
r 0.74
0.74
tblVehicleEF
SBUS
r 0.01
0.01
tblVehicleEF
SBUS
r 0.03
0.04
tblVehicleEF
SBUS
r 9.3500e-004
6.5117e-005
tblVehicleEF
SBUS
r 0.01
7.3691 e-003
tblVehicleEF
SBUS
r 0.32
0.32
tblVehicleEF
SBUS
r 2.6810e-003
2.6583e-003
tblVehicleEF
SBUS
r 0.02
0.04
tblVehicleEF
SBUS
r 8.6000e-004
5.9873e-005
tblVehicleEF
SBUS
r 3.6990e-003
1.1729e-003
tblVehicleEF
SBUS
r 0.04
0.01
tblVehicleEF
SBUS
r 0.99
0.34
tblVehicleEF
SBUS
r 1.8970e-003
5.6828e-004
tblVehicleEF
SBUS
r 0.13
0.14
tblVehicleEF
SBUS
0.02
0.09
CalEEMod Version: CalEEMod.2016.3.2 Page 47 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
SBUS
0.51
0.04
-----------------------------
tblVehicleEF
Y ----------------------------
SBUS
�-----------------------------4--------------------------
i 0.01
3.2521e-003
tblVehicleEF
SBUS
r 0.01
0.01
tblVehicleEF
SBUS
r 7.1100e-004
5.7616e-005
tblVehicleEF
SBUS
r 3.6990e-003
1.1729e-003
tblVehicleEF
SBUS
r 0.04
0.01
tblVehicleEF
SBUS
r 1.42
0.48
tblVehicleEF
SBUS
r 1.8970e-003
5.6828e-004
tblVehicleEF
SBUS
r 0.16
0.17
tblVehicleEF
SBUS
r 0.02
0.09
tblVehicleEF
SBUS
r 0.56
0.05
tblVehicleEF
UBUS
r 1.93
5.46
tblVehicleEF
UBUS
r 0.07
0.03
tblVehicleEF
UBUS
r 8.96
37.60
tblVehicleEF
UBUS
r 13.19
1.81
tblVehicleEF
UBUS
} 1,828.32
2,050.53
tblVehicleEF
UBUS
r 133.38
22.76
tblVehicleEF
UBUS
r 4.82
1.11
tblVehicleEF
UBUS
r 0.53
0.08
tblVehicleEF
UBUS
r 0.01
0.03
tblVehicleEF
UBUS
r 0.04
3.2566e-003
tblVehicleEF
UBUS
r 1.1810e-003
3.9679e-005
tblVehicleEF
UBUS
r 0.23
0.03
tblVehicleEF
UBUS
r 3.00OOe-003
7.3601e-003
tblVehicleEF
UBUS
r 0.04
3.1124e-003
tblVehicleEF
UBUS
r 1.0860e-003
3.6483e-005
tblVehicleEF
UBUS
6.1570e-003
2.6629e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 48 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
UBUS
0.10
0.03
-----------------------------
tblVehicleEF
Y ----------------------------
UBUS
�-----------------------------T--------------------------
i 3.6270e-003
1.8538e-003
tblVehicleEF
UBUS
r 0.53
0.14
tblVehicleEF
UBUS
r 0.03
0.21
tblVehicleEF
UBUS
r 0.96
0.15
tblVehicleEF
UBUS
r 8.6430e-003
4.3416e-003
tblVehicleEF
UBUS
r 1.5700e-003
2.2519e-004
tblVehicleEF
UBUS
r 6.1570e-003
2.6629e-003
tblVehicleEF
UBUS
r 0.10
0.03
tblVehicleEF
UBUS
r 3.6270e-003
1.8538e-003
tblVehicleEF
UBUS
r 2.52
5.65
tblVehicleEF
UBUS
r 0.03
0.21
tblVehicleEF
UBUS
r 1.05
0.16
tblVehicleEF
UBUS
r 1.94
5.46
tblVehicleEF
UBUS
r 0.07
0.03
tblVehicleEF
UBUS
r 9.02
37.60
tblVehicleEF
UBUS
r 11.63
1.61
tblVehicleEF
UBUS
} 1,828.32
2,050.53
tblVehicleEF
UBUS
r 133.38
22.40
tblVehicleEF
UBUS
r 4.53
1.10
tblVehicleEF
UBUS
r 0.53
0.08
tblVehicleEF
UBUS
r 0.01
0.03
tblVehicleEF
UBUS
r 0.04
3.2566e-003
tblVehicleEF
UBUS
r 1.1810e-003
3.9679e-005
tblVehicleEF
UBUS
r 0.23
0.03
tblVehicleEF
UBUS
r 3.00OOe-003
7.3601e-003
tblVehicleEF
UBUS
0.04
3.1124e-003
CalEEMod Version: CalEEMod.2016.3.2 Page 49 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
UBUS
1.0860e-003
3.6483e-005
-----------------------------
tblVehicleEF
Y ----------------------------
UBUS
�-----------------------------4--------------------------
i 8.2530e-003
3.6376e-003
tblVehicleEF
UBUS
r 0.10
0.03
tblVehicleEF
UBUS
r 4.8310e-003
2.4726e-003
tblVehicleEF
UBUS
r 0.53
0.14
tblVehicleEF
UBUS
r 0.03
0.19
tblVehicleEF
UBUS
r 0.89
0.14
tblVehicleEF
UBUS
r 8.6450e-003
4.3416e-003
tblVehicleEF
UBUS
r 1.5430e-003
2.2162e-004
tblVehicleEF
UBUS
r 8.2530e-003
3.6376e-003
tblVehicleEF
UBUS
r 0.10
0.03
tblVehicleEF
UBUS
r 4.8310e-003
2.4726e-003
tblVehicleEF
UBUS
r 2.53
5.65
tblVehicleEF
UBUS
r 0.03
0.19
tblVehicleEF
UBUS
r 0.98
0.15
tblVehicleEF
UBUS
r 1.93
5.46
tblVehicleEF
UBUS
r 0.07
0.03
tblVehicleEF
UBUS
r 8.95
37.60
tblVehicleEF
UBUS
r 13.46
1.85
tblVehicleEF
UBUS
} 1,828.32
2,050.53
tblVehicleEF
UBUS
r 133.38
22.82
tblVehicleEF
UBUS
r 4.73
1.11
tblVehicleEF
UBUS
r 0.53
0.08
tblVehicleEF
UBUS
r 0.01
0.03
tblVehicleEF
UBUS
r 0.04
3.2566e-003
tblVehicleEF
UBUS
r 1.1810e-003
3.9679e-005
tblVehicleEF
UBUS
0.23
0.03
CalEEMod Version: CalEEMod.2016.3.2 Page 50 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
tblVehicleEF
UBUS
3.00OOe-003
7.3601 e-003
-----------------------------
tblVehicleEF
Y ----------------------------
UBUS
�-----------------------------T--------------------------
i 0.04
3.1124e-003
tblVehicleEF
UBUS
r 1.0860e-003
3.6483e-005
tblVehicleEF
UBUS
r 6.9610e-003
2.5391e-003
tblVehicleEF
UBUS
r 0.12
0.03
tblVehicleEF
UBUS
r 3.8300e-003
1.7546e-003
tblVehicleEF
UBUS
r 0.52
0.14
tblVehicleEF
UBUS
r 0.04
0.26
tblVehicleEF
UBUS
r 0.98
0.15
tblVehicleEF
UBUS
r 8.6430e-003
4.3416e-003
tblVehicleEF
UBUS
r 1.5750e-003
2.2584e-004
tblVehicleEF
UBUS
r 6.9610e-003
2.5391e-003
tblVehicleEF
UBUS
r 0.12
0.03
tblVehicleEF
UBUS
r 3.8300e-003
1.7546e-003
tblVehicleEF
UBUS
r 2.52
5.65
tblVehicleEF
UBUS
r 0.04
0.26
tblVehicleEF
UBUS
1.07
0.16
2.0 Emissions Summary
CalEEMod Version: CalEEMod.2016.3.2 Page 51 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
2.1 Overall Construction
Unmitigated Construction
Mitigated Construction
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio -0O2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
I
PM10
Total
PM2.5
PM2.5
Total
I
I
Year
tons/yr
MT/yr
I 1 I 1 1 I 1 I 1 I 1
2020 •1 0.0434 1 0.4212 1 0.3697 1 7.1000e- 1 0.0206 1 0.0228 1 0.0434 1 5.1300e- 1 0.0211 ; 0.0262 0.0000 1 63.5212 1 63.5212 1 0.0145 1 0.0000 63.8829
004 1 1 I I 003
1 I I 1
•
I 1 I 1 1 I 1 I 1 I 1
2021 •1 0.2317 1 0.6894 1 0.6639 1 1.2700e- 1 0.0283 1 0.0361 1 0.0643 1 7.5700e- 1 0.0332 0.0408 0.0000 1 112.9359 1 112.9359 1 0.0272 1 0.0000 i 113.6153
003 1 I I 1 003
'1 I I I I I I I I • 1 I I 1 I
Maximum
0.2317
0.6894
0.6639
1.2700e-
0.0283
0.0361
0.0643
7.5700e-
0.0332
0.0408
0.0000
112.9359
112.9359
0.0272
0.0000
113.6153
11
003
003
Mitigated Construction
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio -0O2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
I
PM10
Total
PM2.5
PM2.5
Total
I
Year
tons/yr
MT/yr
I I I 1 I I 1 I I I 1
2020 •1 0.0434 I 0.4212 I 0.3697 17.1000e- 1 0.0170 I 0.0228 1 0.0398 14.4000e- 1 0.0211 0.0255 � 0.0000 1 63.5211 I 63.5211 I 0.0145 1 0.0000 63.8829
004 1 1 I 1 003
;� I 1 I 1 1 I 1 I • 1 I 1
I I I 1 I I 1 I I I 1
2021 0.2317 I 0.6894 I 0.6639 I 1.2700e- 1 0.0283 I 0.0361 I 0.0643 17.5700e- I 0.0332 ; 0.0408 � 0.0000 i 112.9359 1112.9359 1 0.0272 1 0.0000 113.6152
I 1 I 003 1 1 I 1 003
•1 1
I 1 I 1 1 I 1 I 1 I 1 I
Maximum
0.2317
0.6894
0.6639
1.2700e-
0.0283
0.0361
0.0643
7.5700e-
0.0332
0.0408
0.0000
112.9359
112.9359
0.0272
0.0000
113.6152
11
003
003
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5
Bio- CO2
NBio-CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Total
Percent
0.00
0.00
0.00
0.00
7.40
0.00
3.36
5.75
0.00
1.09
0.00
0.00
0.00
0.00
0.00
0.00
Reduction
CalEEMod Version: CalEEMod.2016.3.2 Page 52 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
Quarter
Start Date
End Date
Maximum Unmitigated ROG + NOX (tons/quarter)
Maximum Mitigated ROG + NOX (tons/quarter)
1
9-1-2020
11-30-2020
0.3421
0.3421
2
12-1-2020
2-28-2021
0.3177
0.3177
3
3-1-2021
5-31-2021
0.3126
0.3126
4
6-1-2021
8-31-2021
0.4069
0.4069
PM2.5
PM2.5
Highest
0.4069
0.4069
2.2 Overall Operational
Unmitigated Operational
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio -0O2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
I
PM10
Total
PM2.5
PM2.5
I
I
Category
tons/yr
MT/yr
Area •i 0.3062 0.0133 0.5844 5.9000e- 0.0354 0.0354 0.0354 0.0354 3.7177 i 7.7340 11.4516 0.0117 2.5000e- 11.8183
i i i i i �
004 004 i
Energy •i 3.5800e- i 0.0307 i 0.0140 i 2.000Oe- 2.4700e- i 2.4700e- i i 2.4700e- 2.4700e- 0.0000 1 135.0727 135.0727 i 4.7900e- 1.5000e- 135.6397
003 004 003 003 003 003 i 003 003
-� i i i i
Mobile •1 0.2346 i 0.5177 i 2.0339 i 5.6200e- 0.5378 6.9500e- i 0.5447 i 0.1437 i 6.5400e- 0.1503 0.0000 i 524.4516 i 524.4516 i 0.0351 0.0000 525.3293
•� 003 003 003
Waste •1 i i i i 0.0000 i 0.0000 i i 0.0000 0.0000 5.6066 i 0.0000 i 5.6066 i 0.3313 1 0.0000 1 13.8901
Water •1 i i i � � 0.0000 i 0.0000 0.0000 0.0000 1.0710 i 21.4703 i 22.5412 i 0.1109 2.7800e- 26.1419
003 i
Total
0.5445
0.5616
2.6323
6.4100e-
0.5378
0.0448
0.5826
0.1437
0.0444
0.1882
10.3952
688.7285
699.1237
0.4938
4.5300e-
712.8194
11
003
003
CalEEMod Version: CalEEMod.2016.3.2 Page 53 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
2.2 Overall Operational
Mitigated Operational
3.0 Construction Detail
Construction Phase
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio -0O2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
I
PM10
Total
PM2.5
PM2.5
Total
1
I
I
Category
tons/yr
MT/yr
Area •i 0.3062 0.0133 0.5844 5.9000e- 0.0354 0.0354 0.0354 0.0354 3.7177 i 7.7340 11.4516 0.0117 2.5000e- 11.8183
i i i � i � i �
004 ; 004 i
Energy •i 3.5800e- i 0.0307 0.0140 i 2.000Oe- 2.4700e- i 2.4700e- 2.4700e- 2.4700e- 0.0000 i 135.0727 135.0727 i 4.7900e- 1.5000e- 135.6397
003 004 003 003 003 003 003 003 i
Mobile •i 0.2346 i 0.5177 2.0339 i 5.6200e- 0.5378 6.9500e- i 0.5447 0.1437 i 6.5400e- 0.1503 0.0000 i 524.4516 524.4516 i 0.0351 0.0000 525.3293
003 003 003 i
------------ ------- -------j--------j--------i-------j--------i-------j--------i-----------------------------------
Waste •1 i i 0.0000 i 0.0000 i 0.0000 0.0000 5.6066 i 0.0000 5.6066 i 0.3313 0.0000 1 13.8901
0.00
---------------
Water •1 0.0000 0.0000 0.0000 0.0000 • 1.0710 T 21.4703 22.5412 0.1109 2.7800e- 26.1419
i � i � � i i
003 i
0.00
Total
0.5445
0.5616
2.6323
6.4100e-
0.5378
0.0448
0.5826
0.1437
0.0444
0.1882
10.3952
688.7285
699.1237
0.4938
4.5300e-
712.8194
11
1
003
003
3.0 Construction Detail
Construction Phase
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5Bio-
CO2
NBio-0O2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Total
1
Percent
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
Reduction
3.0 Construction Detail
Construction Phase
CalEEMod Version: CalEEMod.2016.3.2 Page 54 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
Phase
Number
Phase Name
Phase Type
Start Date
End Date
Num Days
Week
Num Days
Phase Description
1 ;Demolition +Demolition
19/1/2020
:9/14/2020
5:
10'
AI
i 4
i
2 •Site Preparation +Site Preparation
19/15/2020
:9/15/2020
5:
1
+
i
3 :Grading +Grading
;9/16/2020
:9/17/2020
5:
2:
+i
4 •Building Construction +Building Construction
19/18/2020
:8/5/2021
5:
230:
+i
5 •Paving +Paving
18/6/2021
:8/12/2021
5:
5:
+i
6 •Architectural Coating :Architectural Coating
8/13/2021
8/19/2021
5.
5.
Acres of Grading (Site Preparation Phase): 0.5
Acres of Grading (Grading Phase): 0
Acres of Paving: 0
Residential Indoor: 69,470; Residential Outdoor: 23,157; Non -Residential Indoor: 16,899; Non -Residential Outdoor: 5,633; Striped Parking
Area: 0 (Architectural Coating — sgft)
OffRoad Equipment
CalEEMod Version: CalEEMod.2016.3.2 Page 55 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
Phase Name I Offroad Equipment Type I Amount I Usage Hours I Horse Power I Load Factor
Demolition
'Concrete/Industrial Saws ; 1 ; 8.001
81'
0.73
--------------------------
- - - ------------'-------------
-----------
20.00:LD_Mix
Demolition
'Rubber Tired Dozers 1 1 1.001
247'
0.40
---------------------------
-------------------------------------------------------------------'-------------
-----------
----------�- ---------�
14.701
Demolition
+Tractors/Loaders/Backhoes ; 21 6.001
97'
0.37
--------------------------
�- - - - -------------'-------------
-----------
--------i
0.001
Site Preparation
'Graders 1 1 1 8.001
187'
0.41
---------------------------
�- - - - -------------'-------------
-----------
-------------=---------------''''-,
5;
Site Preparation
+Tractors/Loaders/Backhoes 1 1 1 8.001
97'
0.37
------------------------------------------
�- - - - -
-----------
--------
THHDT
Grading
'Concrete/Industrial Saws 1 11 8.001
81,
0.73
----------------------------
_ i
--------------------------------------------------------------------'-------------
-----------
-----------'
20.00;LD_Mix
Grading
'Rubber Tired Dozers 1 1 1 1.001
247'
0.40
------------------------------------------
�- - - - -
-----------
Grading
+Tractors/Loaders/Backhoes 1 21 6.001
97'
0.37
0.00'
+ ___ i
i
14.70'
6.90,
Building Construction
'Cranes ; 11 4.001
231,
0.29
------------------------------------------
�- - - -
-----------
Building Construction
'Forklifts 1 21 6.001
89'
0.20
---------------------------
�- - - - -------------'-------------
-----------
Building Construction
+Tractors/Loaders/Backhoes ; 21 8.001
97'
0.37
i
�-------------------------- ------------'-------------
-----------
Paving
'Cement and Mortar Mixers ; 41 6.001
9'
0.56
+ _ i
_
Paving
+Pavers ; 11 7.001
130'
0.42
----------------------------
+ i
i
------------------------- --------------------------------------------------------
Paving
'Rollers 1 11 7.001
80'
0.38
---------------------------
�- - - - -------------'-------------
-----------
Paving
+Tractors/Loaders/Backhoes 1 11 7.001
97'
0.37
----------------------------
-------------------------- ----------------- ------------r-------------
Architectural Coating
'Air Compressors 1 6.00'
78'
0.48
Trips and VMT
Phase Name Offroad Equipment Worker Trip Vendor Trip Hauling Trip Worker Trip Vendor Trip Hauling Trip I Worker Vehicle I Vendor I Hauling
Count I Number I Number I Number I Length I Length I Length Class Vehicle Class I Vehicle Class
Demolition
4;
10.00
0.001
45.00;
14.70;
6.90;
20.00:LD_Mix
iHDT_Mix
THHDT
•
A
Site Preparation
- --------------
2;
- i------------
5.00-
--------i
0.001
,
31.00:
----------�- ---------�
14.701
6.90;
-- =------------
20.00;LD_Mix
----------'
iHDT_Mix
--------
THHDT
�- °
Grading
--------------
4;
i------------
10.00:
--------i
0.001
,----------�-
0.00:
------------------------------'
14.701
6.90;
20.00;LD_Mix
iHDT_Mix
--
THHDT
----------------°
�-
Building Construction
-------------=---------------''''-,
5;
i------------
29.00
1----------
6.001
,----------�-
0.00
' ---------
14.701
------------------------'----------'
6.90;
20.00;LD_Mix
iHDT_Mix
--------
THHDT
�- °
Paving
--------------
7;
- i------------
18.00:
--------i4---------------
0.001
,-----------
0.00:
14.701
6.90;
-----------'
20.00;LD_Mix
iHDT_Mix
--
THHDT
e
'
;
Architectural Coating ;
1'
6.00'
0.00'
0.00'
14.70'
6.90,
20.00,LD_Mix
'HDT_Mix
HHDT
CalEEMod Version: CaIEEMod.2016.3.2 Page 56 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
3.1 Mitigation Measures Construction
Water Exposed Area
3.2 Demolition - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
I
PM 10
Total
PM2.5
PM2.5
Category
tons/yr
MT/yr
I I I I 1 I I I 1 I I
Fugitive Dust •I I 1 1 1 4.9200e- 1 0.0000 14.9200e- 1 7.5000e- 1 0.0000 7.5000e- � 0.0000 I 0.0000 1 0.0000 I 0.0000 I 0.0000 � 0.0000
003 1 1 003 1 004 1 004 . I I 1 I 1
1
I I I I 1 I I I I 1 I I
Off -Road •I 4.3400e- I 0.0394 1 0.0381 1 6.000Oe- 1 1 2.3400e- 12.3400e- 1 1 2.2300e- 2.2300e- � 0.0000 I 5.2038 1 5.2038 19.8000e- 1 0.0000 � 5.2284
•I 003 1 I 1 005 I 1 003 1 003 1 1 003 003 . I 1 I 004 1 1
Total
4.3400e-
0.0394
0.0381
6.000Oe-
4.9200e-
2.3400e-
7.2600e-
7.5000e-
2.2300e-
2.9800e-
0.0000
5.2038
5.2038
9.8000e-
0.0000
5.2284
003
005
003
003
003
004
003
003
004
CalEEMod Version: CalEEMod.2016.3.2 Page 57 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
3.2 Demolition - 2020
Unmitigated Construction Off -Site
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
I
PM10
Total
I
PM2.5
I
PM2.5
I
I
Category
tons/yr
MT/yr
Hauling •i 1.7000e- i 6.3900e- i 1.6000e- 2.000Oe- i 3.9000e- 2.000Oe- 4.1000e- i 1.1000e- 2.000Oe- 1.3000e- 0.0000 i 1.7302 � 1.7302 � 1.8000e- i 0.0000 i 1.7348
003 003 004 004
004 003 003 005 004 005 004 004 005 004 . 004 i
Off -Road •i 4.3400e- i 0.0394 i 0.0381 i 6.000Oe- i i 2.3400e- i 2.3400e- 2.2300e- 2.2300e- 0.0000 i 5.2038 i 5.2038 9.8000e- i 0.0000 i 5.2284
Vendor •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000
Total
Worker •i 1.9000e- i 1.4000e- i 1.5500e- 1.000Oe- i 5.5000e- 0.0000 5.5000e- i 1.5000e- 0.0000 1.5000e- 0.0000 i 0.4751 0.4751 1.000Oe- i 0.0000 i 0.4754
0.0394
004 004 003 005 004 004 004 004 i � � 005
6.000Oe-
Total
3.6000e-
6.5300e-
3.1500e-
3.000Oe-
9.4000e-
2.000Oe-
9.6000e-
2.6000e-
2.000Oe-
2.8000e-
0.0000
2.2053
2.2053
1.9000e-
0.0000
2.2101
11
004
003
003
005
004
005
004
004
005
004
004
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
I
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Fugitive Dust •i i i i i 1.9200e- 0.0000 1.9200e- 2.9000e- i 0.0000 2.9000e- 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000
003 003 004 004
Off -Road •i 4.3400e- i 0.0394 i 0.0381 i 6.000Oe- i i 2.3400e- i 2.3400e- 2.2300e- 2.2300e- 0.0000 i 5.2038 i 5.2038 9.8000e- i 0.0000 i 5.2284
003 005 003 003 003 003 . 004 i
Total
4.3400e-
0.0394
0.0381
6.000Oe-
1.9200e-
2.3400e-
4.2600e-
2.9000e-
2.2300e-
2.5200e-
0.0000
5.2038
5.2038
9.8000e-
0.0000
5.2284
003
005
003
003
003
004
003
003
004
CalEEMod Version: CalEEMod.2016.3.2 Page 58 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
3.2 Demolition - 2020
Mitigated Construction Off -Site
3.3 Site Preparation - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
I
PM10
Total
I
PM2.5
I
PM2.5
Total
I
I
Category
tons/yr
MT/yr
Hauling •i 1.7000e- i 6.3900e- i 1.6000e- 2.00OOe- i 3.9000e- 2.00OOe- 4.1000e- i 1.1000e- 2.00OOe- 1.3000e- 0.0000 i 1.7302 � 1.7302 � 1.8000e- i 0.0000 i 1.7348
i i
004 004 005 005
004 003 003 005 004 005 004 004 005 004 . 004 i
Off -Road •i 3.4000e- i 4.2200e- 2.0500e- i 0.0000 i i 1.7000e- i 1.7000e- 1.5000e- 1.5OOOe- 0.0000 i 0.4280 i 0.4280 1.4000e- i 0.0000 i 0.4314
Vendor •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000
Total
Worker •i 1.9000e- i 1.4000e- i 1.5500e- 1.00OOe- i 5.5000e- 0.0000 5.5000e- i 1.5000e- 0.0000 1.5000e- 0.0000 i 0.4751 0.4751 1.00OOe- i 0.0000 i 0.4754
4.2200e-
004 004 003 005 004 004 004 004 i � � 005 �
Total
3.6000e-
6.5300e-
3.1500e-
3.00OOe-
9.4000e-
2.00OOe-
9.6000e-
2.6000e-
2.00OOe-
2.8000e-
0.0000
2.2053
2.2053
1.9000e-
0.0000
2.2101
11
004
003
003
005
004
005
004
004
005
004
004
3.3 Site Preparation - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
I
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Fugitive Dust •i 2.7000e- 0.0000 2.7000e- 3.00OOe- 0.0000 3.00OOe- 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000
i i
004 004 005 005
Off -Road •i 3.4000e- i 4.2200e- 2.0500e- i 0.0000 i i 1.7000e- i 1.7000e- 1.5000e- 1.5OOOe- 0.0000 i 0.4280 i 0.4280 1.4000e- i 0.0000 i 0.4314
004 003 003 004 004 004 004 . 004 i
Total
3.4000e-
4.2200e-
2.0500e-
0.0000
2.7000e-
1.7000e-
4.4000e-
3.00OOe-
1.5000e-
1.8000e-
0.0000
0.4280
0.4280
1.4000e-
0.0000
0.4314
004
003
003
004
004
004
005
004
004
004
CalEEMod Version: CalEEMod.2016.3.2 Page 59 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
3.3 Site Preparation - 2020
Unmitigated Construction Off -Site
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
I
PM10
Total
I
PM2.5
I
PM2.5
I
I
Category
tons/yr
MT/yr
Hauling •i 1.2000e- i 4.4000e- i 1.1000e- 1.000Oe- i 2.7000e- 1.000Oe- 2.8000e- i 7.000Oe- 1.000Oe- 9.000Oe- 0.0000 i 1.1919 1.1919 1.3000e- i 0.0000 i 1.1951
i i i i i
004 004 005 005
004 003 003 005 004 005 004 005 005 005 004 i
Off -Road •i 3.4000e- i 4.2200e- 2.0500e- i 0.0000 i i 1.7000e- i 1.7000e- 1.5000e- 1.5000e- 0.0000 i 0.4280 i 0.4280 1.4000e- i 0.0000 i 0.4314
Vendor •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000
Total
Worker •i 1.000Oe- i 1.000Oe- i 8.000Oe- 0.0000 i 3.000Oe- 0.0000 3.000Oe- i 1.000Oe- 0.0000 1.000Oe- 0.0000 i 0.0238 0.0238 0.0000 i 0.0000 i 0.0238
4.2200e-
005 005 005 005 005 005 005 i
Total
1.3000e-
4.4100e-
1.1800e-
1.0000e-
3.000Oe-
1.000Oe-
3.1000e-
8.000Oe-
1.000Oe-
1.000Oe-
0.0000
1.2157
1.2157
1.3000e-
0.0000
1.2188
004
003
003
005
004
005
004
005
005
004
004
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Fugitive Dust •i i 1.000Oe- 0.0000 1.000Oe- 1.000Oe- 0.0000 1.000Oe- 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000
i i i i i
004 004 005 005
Off -Road •i 3.4000e- i 4.2200e- 2.0500e- i 0.0000 i i 1.7000e- i 1.7000e- 1.5000e- 1.5000e- 0.0000 i 0.4280 i 0.4280 1.4000e- i 0.0000 i 0.4314
004 003 003 004 004 004 004 . 004 i
Total
3.4000e-
4.2200e-
2.0500e-
0.0000
1.000Oe-
1.7000e-
2.7000e-
1.000Oe-
1.5000e-
1.6000e-
0.0000
0.4280
0.4280
1.4000e-
0.0000
0.4314
004
003
003
004
004
004
005
004
004
004
CalEEMod Version: CalEEMod.2016.3.2 Page 60 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
3.3 Site Preparation - 2020
Mitigated Construction Off -Site
3.4 Grading - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
I
PM10
Total
I
PM2.5
I
PM2.5
I
Category
tons/yr
MT/yr
Hauling •i 1.2000e- i 4.4000e- i 1.1000e- 1.00OOe- i 2.7000e- 1.00OOe- 2.8000e- i 7.00OOe- 1.00OOe- 9.00OOe- 0.0000 i 1.1919 1.1919 1.3000e- i 0.0000 i 1.1951
004 004 004 004
004 003 003 005 004 005 004 005 005 005 004 i
Off -Road •i 8.7000e- 7.8700e- 7.6200e- 1.00OOe- 4.7000e- 4.7000e- 4.5000e- 4.5OOOe- 0.0000 i 1.0408 1.0408 2.00OOe- 0.0000 i 1.0457
Vendor •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000
Total
Worker •i 1.00OOe- i 1.00OOe- i 8.00OOe- 0.0000 i 3.00OOe- 0.0000 3.00OOe- i 1.00OOe- 0.0000 1.00OOe- 0.0000 i 0.0238 0.0238 0.0000 i 0.0000 i 0.0238
7.8700e-
005 005 005 005 005 005 005 i
Total
1.3000e-
4.4100e-
1.1800e-
1.00OOe-
3.00OOe-
1.00OOe-
3.1000e-
8.00OOe-
1.00OOe-
1.00OOe-
0.0000
1.2157
1.2157
1.3000e-
0.0000
1.2188
005
004
003
003
005
004
005
004
005
005
004
004
3.4 Grading - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
I
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Fugitive Dust •i 7.5OOOe- 0.0000 7.5000e- i 4.1000e- 0.0000 4.1000e- 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000
004 004 004 004
Off -Road •i 8.7000e- 7.8700e- 7.6200e- 1.00OOe- 4.7000e- 4.7000e- 4.5000e- 4.5OOOe- 0.0000 i 1.0408 1.0408 2.00OOe- 0.0000 i 1.0457
i i i
004 003 003 005 004 004 004 004 . 004 i
Total
8.7000e-
7.8700e-
7.6200e-
1.00OOe-
7.5000e-
4.7000e-
1.2200e-
4.1000e-
4.5000e.
8.6000e-
0.0000
1.0408
1.0408
2.00OOe-
0.0000
1.0457
004
003
003
005
004
004
003
004
004
004
004
CalEEMod Version: CalEEMod.2016.3.2 Page 61 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
3.4 Grading - 2020
Unmitigated Construction Off -Site
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Total
I
I
Category
tons/yr
MT/yr
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
i i i i
004 004 004 004
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000
i i i
004 003 003 005 004 004 004 004 . 004 i
Total
Worker •i 4.000Oe- i 3.000Oe- i 3.1000e- 0.0000 i 1.1000e- 0.0000 1.1000e- i 3.000Oe- 0.0000 3.000Oe- 0.0000 i 0.0950 0.0950 0.0000 i 0.0000 i 0.0951
7.8700e-
005 005 004 004 004 005 005 i
1.000Oe-
Total
4.000Oe-
3.000Oe-
3.1000e-
0.0000
1.1000e-
0.0000
1.1000e-
3.000Oe-
0.0000
3.000Oe-
0.0000
0.0950
0.0950
0.0000
0.0000
0.0951
11
005
005
004
004
004
004
005
004
005
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
I
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Fugitive Dust •i i 2.9000e- 0.0000 2.9000e- i 1.6000e- 0.0000 1.6000e- 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000
i i i i
004 004 004 004
Off -Road •i 8.7000e- 7.8700e- 7.6200e- 1.000Oe- 4.7000e- 4.7000e- 4.5000e- 4.5000e- 0.0000 i 1.0408 1.0408 2.000Oe- 0.0000 i 1.0457
i i i
004 003 003 005 004 004 004 004 . 004 i
Total
8.7000e-
7.8700e-
7.6200e-
1.000Oe-
2.9000e-
4.7000e-
7.6000e-
1.6000e-
4.5000e-
6.1000e-
0.0000
1.0408
1.0408
2.000Oe-
0.0000
1.0457
004
003
003
005
004
004
004
004
004
004
004
CalEEMod Version: CalEEMod.2016.3.2 Page 62 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
3.4 Grading - 2020
Mitigated Construction Off -Site
3.5 Building Construction - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
PM10
Total
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
004
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000
0.0323
0.3320
Worker •i 4.00OOe- i 3.00OOe- i 3.1000e- 0.0000 i 1.1000e- 0.0000 1.1000e- i 3.00OOe- 0.0000 3.00OOe- 0.0000 i 0.0950 0.0950 0.0000 i 0.0000 i 0.0951
4.3000e-
005 005 004 004 004 005 005 i
Total
4.00OOe-
3.00OOe-
3.1000e-
0.0000
1.1000e-
0.0000
1.1000e-
3.00OOe-
0.0000
3.00OOe-
0.0000
0.0950
0.0950
0.0000
0.0000
0.0951
11
005
005
004
004
004
005
005
3.5 Building Construction - 2020
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
tons/yr
MT/yr
Off -Road •i 0.0323 i 0.3320 i 0.2770 4.3000e- 0.0196 0.0196 0.0180 0.0180 0.0000 i 37.5227 37.5227 0.0121 i 0.0000 i 37.8261
004
Total
0.0323
0.3320
0.2770
4.3000e-
0.0196
0.0196
0.0180
0.0180
0.0000
37.5227
37.5227
0.0121
0.0000
37.8261
004
CalEEMod Version: CalEEMod.2016.3.2 Page 63 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
3.5 Building Construction - 2020
Unmitigated Construction Off -Site
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Hauling •i 0.0000 i 0.0000 i 0.0000 � 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 � 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
004
Vendor -i 7.3000e- 0.0239 6.4900e- 6.000Oe- 1.4200e- 1.2000e- 1.5400e- 4.1000e- 1.2000e- 5.3000e- 0.0000 i 5.4771 5.4771 4.6000e- 0.0000 i 5.4885
i i i i i
'� 004 003 005 003 004 003 004 004 004004 i
Worker •i 4.2400e- 2.9700e- 0.0337 1.1000e- 0.0119 8.000Oe- 0.0120 3.1700e- 7.000Oe- 3.2400e- 0.0000 i 10.3330 10.3330 2.4000e- 0.0000 i 10.3389
i i i i i
003 003 004 005 003 005 003 004 i
4.3000e-
Total
4.9700e-
0.0268
0.0402
1.7000e-
0.0134
2.000Oe-
0.0136
3.5800e-
1.9000e-
3.7700e-
0.0000
15.8101
15.8101
7.000Oe-
0.0000
15.8274
003
004
004
003
004
003
004
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Category
tons/yr
MT/yr
Off -Road •i 0.0323 i 0.3320 i 0.2770 4.3000e- i i 0.0196 0.0196 0.0180 0.0180 0.0000 i 37.5226 37.5226 0.0121 i 0.0000 i 37.8260
004
Total
0.0323
0.3320
0.2770
4.3000e-
0.0196
0.0196
0.0180
0.0180
0.0000
37.5226
37.5226
0.0121
0.0000
37.8260
004
CalEEMod Version: CalEEMod.2016.3.2 Page 64 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
3.5 Building Construction - 2020
Mitigated Construction Off -Site
3.5 Building Construction - 2021
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
PM10
Total
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
004
Vendor •i 7.3000e- 0.0239 6.4900e- 6.00OOe- 1.4200e- 1.2000e- 1.5400e- 4.1000e- 1.2000e- 5.3000e- � 0.0000 i 5.4771 5.4771 4.6000e- 0.0000 i 5.4885
i i � i � � i � � � i
'� 004 003 005 003 004 003 004 004 004004 i
Worker •i 4.2400e- 2.9700e- 0.0337 1.1000e- 0.0119 8.00OOe- 0.0120 3.1700e- 7.00OOe- 3.2400e- 0.0000 i 10.3330 10.3330 2.4000e- 0.0000 i 10.3389
i i i i i
003 003 004 005 003 005 003 004 i
0.5629
Total
4.9700e-
0.0268
0.0402
1.7000e-
0.0134
2.00OOe-
0.0136
3.5800e-
1.9000e-
3.7700e-
0.0000
15.8101
15.8101
7.00OOe-
0.0000
15.8274
004
003
004
004
003
004
003
004
3.5 Building Construction - 2021
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Off -Road •i 0.0601 i 0.6188 i 0.5629 8.8000e- 0.0347 0.0347 0.0319 0.0319 0.0000 i 77.5636 77.5636 0.0251 i 0.0000 i 78.1907
004
Total
0.0601
0.6188
0.5629
8.8000e.
0.0347
0.0347
0.0319
0.0319
0.0000
77.5636
77.5636
0.0251
0.0000
78.1907
004
CalEEMod Version: CalEEMod.2016.3.2 Page 65 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
3.5 Building Construction - 2021
Unmitigated Construction Off -Site
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
PM10
PM10
Total
PM2.5
PM2.5
Total
I
Category
tons/yr
MT/yr
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
004
Vendor •i 1.2700e- 0.0443 0.0124 1.1000e- 2.9300e- 9.000Oe- 3.0200e- 8.4000e- 9.000Oe- 9.3000e- 0.0000 i 11.2218 11.2218 9.1000e- 0.0000 i 11.2445
i i i i i
003 004 003 005 003 004 005 004 004 i
Worker •i 8.2300e- 5.5400e- 0.0646 2.3000e- 0.0247 1.6000e- 0.0248 6.5500e- 1.5000e- 6.7000e- 0.0000 i 20.6138 20.6138 4.4000e- 0.0000 i 20.6249
i i i i i
003 003 004 004 003 004 003 004 i
0.5629
Total
9.5000e-
0.0498
0.0770
3.4000e-
0.0276
2.5000e-
0.0279
7.3900e-
2.4000e-
7.6300e-
0.0000
31.8356
31.8356
1.3500e-
0.0000
31.8694
004
003
004
004
003
004
003
003
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Total
I
Category
tons/yr
MT/yr
Off -Road •i 0.0601 i 0.6188 i 0.5629 8.8000e- 0.0347 0.0347 0.0319 0.0319 0.0000 i 77.5635 77.5635 0.0251 i 0.0000 i 78.1906
004
Total
0.0601
0.6188
0.5629
8.8000e-
0.0347
0.0347
0.0319
0.0319
0.0000
77.5635
77.5635
0.0251
0.0000
78.1906
004
CalEEMod Version: CalEEMod.2016.3.2 Page 66 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
3.5 Building Construction - 2021
Mitigated Construction Off -Site
3.6 Paving - 2021
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
i i i i i
•� 003 005 004 004 004 004 . 004 i
Vendor •i 1.2700e- 0.0443 0.0124 1.1000e- 2.9300e- 9.00OOe- 3.0200e- 8.4000e- 9.00OOe- 9.3000e- 0.0000 i 11.2218 11.2218 9.1000e- 0.0000 i 11.2445
i i i i i
i
003 004 003 005 003 004 005 004 004-------------
Worker •1 8.2300e- 5.5400e- 0.0646 2.3000e- 0.0247 1.6000e- 0.0248 6.5500e- 1.5000e- 6.7000e- 0.0000 i 20.6138 20.6138 4.4000e- 0.0000 i 20.6249
i i i i i
003 003 004 004 003 004 003 004 i
1.8000e-
Total
9.5000e-
0.0498
0.0770
3.4000e-
0.0276
2.5000e-
0.0279
7.3900e-
2.4000e-
7.6300e-
0.0000
31.8356
31.8356
1.3500e-
0.0000
31.8694
003
005
004
004
004
004
003
004
003
004
003
3.6 Paving - 2021
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
I
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Off -Road •i 1.8000e- i 0.0168 i 0.0177 3.00OOe- 8.8000e- 8.8000e- 8.2000e- 8.2000e- 0.0000 i 2.3481 2.3481 6.8000e- 0.0000 i 2.3652
i i i i i
•� 003 005 004 004 004 004 . 004 i
Paving •i 0.0000 i i i i i 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 i 0.0000 � 0.0000 i 0.0000 i 0.0000
Total
1.8000e-
0.0168
0.0177
3.00OOe-
8.8000e-
8.8000e-
8.2000e-
8.2000e-
0.0000
2.3481
2.3481
6.8000e-
0.0000
2.3652
11
003
005
004
004
004
004
004
CalEEMod Version: CalEEMod.2016.3.2 Page 67 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
3.6 Paving - 2021
Unmitigated Construction Off -Site
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
PM10
Total
PM2.5
PM2.5
Total
I
Category
tons/yr
MT/yr
Hauling •i 0.0000 i 0.0000 i 0.0000 � 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 � 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
i i i i
003 005 004 004 004 004 . 004 i
Paving •i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000
Total
-�------------------------------------------'------------------------ --+-------------'----------------------
Worker •i 1.6000e- i 1.1000e- i 1.2900e- 0.0000 i 4.9000e- 0.0000 5.000Oe- i 1.3000e- 0.0000 1.3000e- 0.0000 i 0.4127 0.4127 1.000Oe- i 0.0000 i 0.4130
0.0177
004 004 003 004 004 004 004 005 �
Total
1.6000e-
1.1000e-
1.2900e-
0.0000
4.9000e-
0.0000
5.000Oe-
1.3000e-
0.0000
1.3000e-
0.0000
0.4127
0.4127
1.000Oe-
0.0000
005
004
004
003
004
004
004
004
004
004
005
F0.41130
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
I
I
PM10
I
PM10
Total
PM2.5
I
PM2.5
I
Category
tons/yr
MT/yr
Off -Road •i 1.8000e- i 0.0168 i 0.0177 3.000Oe- 8.8000e- 8.8000e- 8.2000e- 8.2000e- 0.0000 i 2.3481 2.3481 6.8000e- i 0.0000 i 2.3652
i i i i
003 005 004 004 004 004 . 004 i
Paving •i 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
Total
1.8000e-
0.0168
0.0177
3.000Oe-
8.8000e-
8.8000e-
8.2000e-
8.2000e-
0.0000
2.3481
2.3481
6.8000e-
0.0000
2.3652
003
005
004
1 004
004
004
004
CalEEMod Version: CalEEMod.2016.3.2 Page 68 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
3.6 Paving - 2021
Mitigated Construction Off -Site
3.7 Architectural Coating - 2021
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
I
I
Category
tons/yr
MT/yr
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000
i i i
004 003 003 005 004 004 004 004 . 005 i
Total
Worker •i 1.6000e- i 1.1000e- i 1.2900e- 0.0000 i 4.9000e- 0.0000 5.00OOe- i 1.3000e- 0.0000 1.3000e- 0.0000 i 0.4127 0.4127 1.00OOe- i 0.0000 i 0.4130
3.8200e-
004 004 003 004 004 004 004 005
Total
1.6000e-
1.1000e-
1.2900e-
0.0000
4.9000e-
0.0000
5.00OOe-
1.3000e-
0.0000
1.3000e-
0.0000
0.4127
0.4127
1.00OOe-
0.0000
0.4130
11
004
004
003
004
004
004
004
004
005
3.7 Architectural Coating - 2021
Unmitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Archit. Coating •i 0.1596 0.0000 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
Off -Road •i 5.5000e- 3.8200e- 4.5400e- 1.00OOe- 2.4000e- 2.4000e- 2.4000e- 2.4000e- 0.0000 i 0.6383 0.6383 4.00OOe- 0.0000 i 0.6394
i i i
004 003 003 005 004 004 004 004 . 005 i
Total
0.1601
3.8200e-
4.5400e-
1.00OOe-
2.4000e-
2.4000e-
2.4000e-
2.4000e-
0.0000
0.6383
0.6383
4.00OOe-
0.0000
0.6394
11
003
003
005
004
004
004
004
005
CalEEMod Version: CalEEMod.2016.3.2 Page 69 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
3.7 Architectural Coating - 2021
Unmitigated Construction Off -Site
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
Total
I
I
Category
tons/yr
MT/yr
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000
i i i
004 003 003 005 004 004 004 004 . 005 i
Worker •i 5.000Oe- i 4.000Oe- i 4.3000e- 0.0000 i 1.6000e- 0.0000 � 1.7000e- i 4.000Oe- 0.0000 4.000Oe- 0.0000 i 0.1376 0.1376 0.0000 i 0.0000 i 0.1377
0.1601
005 005 004 004 004 005 005
Total
5.000Oe-
4.000Oe-
4.3000e-
0.0000
1.6000e-
0.0000
1.7000e-
4.000Oe-
0.0000
4.000Oe-
0.0000
0.1376
0.1376
0.0000
0.0000
0.1377
11
005
005
004
004
004
004
004
005
005
005
Mitigated Construction On -Site
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Total
I
Category
tons/yr
MT/yr
Archit. Coating •i 0.1596 0.0000 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
Off -Road •i 5.5000e- 3.8200e- 4.5400e- 1.000Oe- 2.4000e- 2.4000e- 2.4000e- 2.4000e- 0.0000 i 0.6383 0.6383 4.000Oe- 0.0000 i 0.6394
i i i
004 003 003 005 004 004 004 004 . 005 i
Total
0.1601
3.8200e-
4.5400e-
1.000Oe-
2.4000e-
2.4000e-
2.4000e-
2.4000e-
0.0000
0.6383
0.6383
4.000Oe-
0.0000
0.6394
11
003
003
005
004
004
004
004
005
CaIEEMod Version: CalEEMod.2016.3.2 Page 70 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
3.7 Architectural Coating - 2021
Mitigated Construction Off -Site
4.0 Operational Detail - Mobile
4.1 Mitigation Measures Mobile
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
I
PM10
PM10
Total
PM2.5
PM2.5
I
Category
tons/yr
MT/yr
Hauling •i 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 � 0.0000 i 0.0000 i 0.0000
Vendor •1 0.0000 i 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 0.0000 i 0.0000 i 0.0000
Worker •i 5.00OOe- i 4.00OOe- i 4.3000e- 0.0000 i 1.6000e- 0.0000 � 1.7000e- i 4.00OOe- 0.0000 4.00OOe- 0.0000 i 0.1376 0.1376 0.0000 i 0.0000 i 0.1377
005 005 004 004 004 005 005
Total
5.00OOe-
4.00OOe-
4.3000e-
0.0000
1.6000e-
0.0000
1.7000e-
4.00OOe-
0.0000
4.00OOe-
0.0000
0.1376
0.1376
0.0000
0.0000
0.1377
11
005
005
004
004
004
005
005
4.0 Operational Detail - Mobile
4.1 Mitigation Measures Mobile
CalEEMod Version: CalEEMod.2016.3.2 Page 71 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
4.2 Trip Summary Information
ROG
I NOx
I CO
I SO2
I Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
I N20
CO2e
Category
; 28.78
tons/yr
-----------------------:--------------------------
72,371
72,371
•...........................................6--__;-----------
Strip
MT/yr
---- -- -- - -
Mitigated •i 0.2346 i 0.5177 i 2.0339 i 5.6200e-
i 0.5378 � 6.9500e-
0.5447
i 0.1437
i 6.5400e- 0.1503
0.0000 i 524.4516 � 524.4516 0.0351 i 0.0000
525.3293
•� 003
003
003
Unmitigated
0.2346 0.5177 2.0339 5.6200e-
- 0.5378 6.9500e-
• 0.5447
- 0.1437
6.5400e- 0.1503
0.0000 524.4516 • 524.4516 0.0351 0.0000
525.3293
003
003
003
4.2 Trip Summary Information
4.3 Trip Type Information
Miles I Trip % I Trip Purpose
Land Use I H -W or C -W I H -S or C -C I H -O or C -NW IH -W or C -W I H -S or C -C I H -O or C -NW I Primary I Diverted I Pass -by
Condo/Townhouse• • • • •` _ _ _ 14.70_ _ _ - 5.90 8.70 i 40.20 19.20 40.60 86 11 3
........................ ------ --------- --------- -------- ----------------
Office Park 16.60 8.40 6.90 33.00 I 48.00 19.00 82 15 3
Strip Mall 16.60 8.40 6.90 16.60 64.40 19.00 45 40 15
4.4 Fleet Mix
Average Daily Trip Rate
Unmitigated
Mitigated
Land Use
Weekday
Saturday
Sunday
Annual VMT
Annual VMT
Condo/Townhouse
; 203.35
; 198.45 169.40
675,913
675,913
......................................------------
Office Park
; 28.78
--------------------
; 4.13 1.92
-----------------------:--------------------------
72,371
72,371
•...........................................6--__;-----------
Strip
---- -- -- - -
-------------6-------
-- - - - - - - ---------- - - - - --
674
Total
619.49
570.01 349.87
1,423,099
1,423,099
4.3 Trip Type Information
Miles I Trip % I Trip Purpose
Land Use I H -W or C -W I H -S or C -C I H -O or C -NW IH -W or C -W I H -S or C -C I H -O or C -NW I Primary I Diverted I Pass -by
Condo/Townhouse• • • • •` _ _ _ 14.70_ _ _ - 5.90 8.70 i 40.20 19.20 40.60 86 11 3
........................ ------ --------- --------- -------- ----------------
Office Park 16.60 8.40 6.90 33.00 I 48.00 19.00 82 15 3
Strip Mall 16.60 8.40 6.90 16.60 64.40 19.00 45 40 15
4.4 Fleet Mix
CalEEMod Version: CalEEMod.2016.3.2 Page 72 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
Land Use
LDA
LDT1
LDT2
MDV
LHD1
LHD2
MHD
HHD
OBUS
UBUS
MCY
SBUS
MH
Condo/Townhouse
0.558976+
0.0435341
0.2098211
0.1139491
0.0161111
0.0057911
0.0254471
0.0166541
0.0017131
0.0015531
0.0048961
0.000590
0.000966
I I I
I I I
}
I
I
I
I
I
I
I
I
I
I
003 I 004 I
------------l_ ,I
I I I
Office Park
0.558976+
0.0435341
0.2098211
0.1139491
0.0161111
0.0057911
0.0254471
0.0166541
0.0017131
0.0015531
0.0048961
0.000590
0.000966
I I
}
I
I
I
I
I
I
I
I
I
I
I I
I 0.0307 I 0.0140 12.000Oe-
-----------------------
-------- -------- E--------
E-------- E-------- E-------- E-------- E-------- E-------- E--------
E-------- E--------
-------
Strip Mall
0.558976.
0.043534,
0.209821,
0.113949,
0.016111,
0.005791,
0.025447
0.016654
0.001713
0.001553
0.004896,
0.000590,
0.000966
5.0 Energy Detail
Historical Energy Use: N
5.1 Mitigation Measures Energy
ROG
NOx
CO
SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
I N20
CO2e
Category
tons/yr
MT/yr
Electricity •I
I I I
I I I
I I
I I 0.0000
I I
I 0.0000 I
I
I 0.0000
0.0000
� 0.0000
I 99.6504
I I I
I 99.6504 14.1100,- 18.5000,- 100.0069
Mitigated
003 I 004 I
------------l_ ,I
I I I
I I
I I
1
--
I I I
r .....
.69
Electricity
I I I
I I I
I I I I
I I 0.0000 I 0.0000 I
I
I 0.0000
0.0000 0.0000
I-------1 I I
i 99.6504 I 99.6504 14.1100e- 18.5000,- 0
� 10.00.
Unmitigated .I
I I I
I I
I I
1
.
I 1 003 I 004 I
1
-
-------
I I I
r....'..
ry-------I
NaturalGas •I 3.5800e-
I I
I 0.0307 I 0.0140 12.000Oe-
I I
I 12.4700e-
I I
12.4700e- I
I
12.4700e-
2.4700e- 0.0000
I- I I I
I 35.4223 I 35.4223 16.8000e- 16.5000e- 35.6328
Mitigated ;i 003
I I I 004
I I 003
I 003 I
I 003
003
.
i
I I 004 004
- - - - - - - - - - - •-------------- i--------------- --------------- }--------------+----------------------------- --------------- --------------- }--------------* ----------- - -
-------------- +.............. }.............. +--------------- - - - - - -
NaturalGas 3.5800e-
0.0307 0.0140 2.000Oe-
- 2.4700e- 2.4700e- -
2.4700e-
2.4700e- 0.0000
35.4223
35.4223 6.8000e- - 6.5000e- - 35.6328
Unmitigated 003
004
003
003
003
003
004 004
CalEEMod Version: CalEEMod.2016.3.2 Page 73 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
5.2 Energy by Land Use - NaturalGas
Unmitigated
Mitigated
NaturalGa
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
N20
CO2e
s Use
I
I
PM10
Pm
Total
PM2.5
PM2.5
IPM2.5Total
INBio-CO2
Land Use
kBTU/yr
tons/yr
MT/yr
Condo/Townhous
I I I I I I I I I I I
I 617597 •I 3.3300e- I 0.0285 I 0.0121 11.8000e- I 12.3000e- 12.3000e- I 12.3000e- ; 2.3000e- 0.0000 I 32.9573 I 32.9573 16.3000e- 16.000Oe- I 33.1532
e
•I 003I I I 004I I 003 I 003I 1 003 003 I I I 004 i
I 004
'__________
Office Park
----- --
28709.3 1.5000e- 1.4100e- 1.1800e- 1.000Oe- 1.1000e- 1.1000e- 1.1000e- 1.1000e- 0.0000 I 1.5320 I 1.5320 13.000Oe- 13.000Oe- 1.5411
Office Park
1
1 'I 004 I 003 I 003 I 005 I I 004 I 004 I I 004 004 005 � 005
'I I I I I I I I I
-----------1
Strip Mall
1 •
•I - -------- -------- -------- -------- -------- -------- ----------------------- I--------�---------------
17482 •I 9.000Oe- ; 7.000Oe- 0.0000 I 0.9329 0.9329 i 0.9385
Strip Mall
1 18.6000e- 17.2000e- 11.000Oe- I 17.000Oe- 17.000Oe- I 17.000Oe- I 12.000Oe- 12.000Oe-
1 005004 I 004 I 005 I I 005 I 005 I I 005 005 005 005
1 'I I I I I I I I 1 • I
Total
1 I I I I I I I 1
3.5700e-
0.0307
0.0140
2.000Oe-
0.0140
2.4800e-
2.4800e-
2.4800e-
2.4800e-
2.4800e-
0.0000
35.4223
35.4223
6.8000e-
6.5000e-
35.6328
6.5000e-
35.6328
003
003
004
003
003
003
003
003
003
003
004
004
004
Mitigated
NaturalGa
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
Bio -0O2
Total CO2
CH4
N20
CO2e
s Use
I
I
PM10
I
PM10
Total
PM2.5
PM2.5
IPM2.5Total
INBio-CO2
Land Use
kBTU/yr
tons/yr
MT/yr
Condo/Townhous
I I I I I I I I I I I
� 617597 •I 3.3300e- I 0.0285 I 0.0121 11.8000e- I 12.3000e- 12.3000e- I 12.3000e- ; 2.3000e- � 0.0000 I 32.9573 I 32.9573 16.3000e- 16.000Oe- i 33.1532
e
1 ;I 003 I I I 004 I I 003 I 003 I I 003 003 . I I I 004 I 004 1
I
I I I I I I I 1 I I I 1
Office Park
I I I I I I I I I I I I
� 28709.3 -I 1.5000e- I 1.4100e- I 1.1800e- 11.000Oe- I 11.1000e- I 1.1000e- I 11.1000e- ; 1.1000e- � 0.0000 I 1.5320 I 1.5320 13.000Oe- 13.000Oe- i 1.5411
004 I 003 I 003 I 005 I I 004 I 004 I I 004 004 . i I I 005 I 005 1
Strip Mall
I I I I I I I 1 I I I
17482 9.000Oe- 18.6000e- 17.2000e- 11.000Oe- I 17.000Oe- 17.000Oe- I 17.000Oe- ; 7.000Oe- 0.0000 0.9329 I 0.9329 12.000Oe- 12.000Oe- i 0.9385
1 i
1 .I 005 I 004 I 004 I 005 I I 005 I 005 I I 005 005005005
1 I I
1 I I I I I I I 1
Total
3.5700e-
0.0307
0.0140
2.000Oe-
2.4800e-
2.4800e-
2.4800e-
2.4800e-
0.0000
35.4223
35.4223
6.8000e-
6.5000e-
35.6328
003
004
003
003
003
003
004
004
CalEEMod Version: CalEEMod.2016.3.2 Page 74 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
5.3 Energy by Land Use - Electricity
Unmitigated
Mitigated
Electricity
Total CO2
CH4
N20
CO2e
Use
I
Land Use
kWh/yr
MT/yr
Condo/Townhous
i 173898 •i 55.4077 i 2.2900e- 4.7000e- 55.6059
e
003 004
-r-------
Office Park
J-------J-------
Office Park
i 38859.8 •i 12.3816 i 5.1000e- 1.1000e- 12.4258
----------
Strip Mall
004 i 004
-----------I
•� JJ -------
-------
Strip M
Mall
99997 •i 31.8612 i 1.3200e- 2.7000e- 31.9752
Total
003 004
Total
4.1200e-
99.6504
4.1200e-
8.5000e-
100.0069
003
004
003
004
Mitigated
6.0 Area Detail
Electricity
Total CO2
CH4
N20
CO2e
Use
I
Land Use
kWh/yr
MT/yr
Condo/Townhous
173898 •i 55.4077 i 2.2900e- 4.7000e- 55.6059
e
i ;� i 003 004
-r-------
Office Park
-------J-------J-------*-------
38859.8 •1 12.3816 i 5.1000e- : 1.1000e- 12.4258
004 004
----------
Strip Mall
--------------J-------J-------*-------
99997 •i 31.8612 i 1.3200e- 2.7000e- 31.9752
003 004
Total
99.6504
4.1200e-
8.5000e-
100.0069
003
004
6.0 Area Detail
CalEEMod Version: CalEEMod.2016.3.2 Page 75 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
6.1 Mitigation Measures Area
ROG
I NOx
I CO
I SO2
Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5 Total
Bio- CO2
NBio- CO2
Total CO2
CH4
I N20
CO2e
Category
tons/yr
MT/yr
Mitigated •i 0.3062
0.0133 0.5844 5.9000e-
0.0354
0.0354
0.0354 0.0354 3.7177 i 7.7340 11.4516 0.0117
2.5000e- 11.8183
004
004 i
Unmitigated 0.3062
0.0133 0.5844 5.9000e-
0.0354
0.0354
0.0354 0.0354
3.7177 7.7340 11.4516 0.0117
2.5000e- 11.8183
004
004
CalEEMod Version: CalEEMod.2016.3.2 Page 76 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
6.2 Area by SubCategory
Unmitigated
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio -0O2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Subcategory
tons/yr
MT/yr
Architectural •i 0.0160 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000
Coating
Consumer •i 0.1647 0.0000 i 0.0000 0.0000 0.0000 • 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000
Products
Hearth •i 0.1146 i 9.0800e- 0.2225 i 5.7000e- 0.0334 i 0.0334 0.0334 0.0334 3.7177 i 7.1441 10.8618 i 0.0111 2.5000e- 11.2141
i
003 004 004------------
Landscaping •i 0.0110 4.1800e- 0.3619 2.000Oe- 1.9900e- 1.9900e- 1.9900e- 1.9900e- � 0.0000 i 0.5899 0.5899 5.7000e- 0.0000 0.6042
i � i i � i � i � i �
003 005 003 003 003 003 004 i
Total
0.3062
0.0133
0.5844
5.9000e-
0.0354
0.0354
0.0354
0.0354
3.7177
7.7340
11.4516
0.0117
2.5000e-
11.8183
004
004
CalEEMod Version: CalEEMod.2016.3.2 Page 77 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
6.2 Area by SubCategory
Mitigated
7.0 Water Detail
7.1 Mitigation Measures Water
ROG
NOx
CO
SO2
Fugitive
Exhaust
PM10
Fugitive
Exhaust
PM2.5 Total
Bio -0O2
NBio- CO2
Total CO2
CH4
N20
CO2e
PM10
PM10
Total
PM2.5
PM2.5
Subcategory
tons/yr
MT/yr
Architectural •i 0.0160 0.0000 i 0.0000 0.0000 0.0000 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000
Coating
Consumer •i 0.1647 0.0000 i 0.0000 0.0000 0.0000 • 0.0000 i 0.0000 0.0000 i 0.0000 0.0000 0.0000
Products
Hearth •i 0.1146 i 9.0800e- 0.2225 i 5.7000e- 0.0334 i 0.0334 0.0334 0.0334 3.7177 i 7.1441 10.8618 i 0.0111 2.5000e- 11.2141
i
003 004 004------------
Landscaping •i 0.0110 4.1800e- 0.3619 2.000Oe- 1.9900e- 1.9900e- 1.9900e- 1.9900e- � 0.0000 i 0.5899 0.5899 5.7000e- 0.0000 0.6042
i � i i � i � i � i �
003 005 003 003 003 003 004 i
Total
0.3062
0.0133
0.5844
5.9000e-
0.0354
0.0354
0.0354
0.0354
3.7177
7.7340
11.4516
0.0117
2.5000e-
11.8183
004
004
7.0 Water Detail
7.1 Mitigation Measures Water
CalEEMod Version: CalEEMod.2016.3.2 Page 78 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
7.2 Water by Land Use
Unmitigated
Total CO2
C
N20
CO2e
Category
MT/yr
Mitigated •1 22.5412 i 0.1109 i 2.7800e- 1 26.1419
•� 003 i
- - - - - - - - - - - % --------------4--------------- ---------------* - - - - - - -
Unmitigated
•• 22.5412 0.1109 2.7800e- 26.1419
Land Use
003
7.2 Water by Land Use
Unmitigated
Indoor/Out
Total CO2
CH4
N20
CO2e
door Use
Land Use
Mgal
MT/yr
Condo/Townhous 2.28039 / ■1 15.2734 1 0.0749 1.8800e- i 17.7059
e 1 1.43764 ;i 003
- - - - - --- - - - - - -
Office Park :3.447889 / ■i 2.9720 0.0147 3.7000e- 3.4497
0.274513 ;i 004
---------- ------- -------
Strip Mall 13.647394 / ■i 4.2959 0.0213 5.3000e- 4.9863
0.39679 ;i 004
Total
22.5413
0.1109
2.7800e-
26.1419
j
003
j
CalEEMod Version: CalEEMod.2016.3.2 Page 79 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
7.2 Water by Land Use
Mitigated
8.0 Waste Detail
8.1 Mitigation Measures Waste
Indoor/Out
Total CO2
CH4
N20
CO2e
door Use
Land Use
Mgal
MT/yr
Condo/Townhous
i 2.28039 / •1 15.2734 0.0749 1.8800e- i 17.7059
e
1.43764 ;i i 003
-- --r------4i-----------------------*-------
Office Park
13.447889 / •i 2.9720 0.0147 3.7000e- i 3.4497
0.274513 'i i 004
' --------- -------
Strip Mall
X3.647394 / •i 4.2959 0.0213 5.3000e- 4.9863
0.39679 ;i 004
Total
22.5413
0.1109
2.7800e-
26.1419
003
8.0 Waste Detail
8.1 Mitigation Measures Waste
CalEEMod Version: CalEEMod.2016.3.2 Page 80 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
CategoryNear
8.2 Waste by Land Use
Unmitigated
Total CO2
C
N20
CO2e
CO2e
MT/yr
Mitigated •i 5.6066 i 0.3313 0.0000 1 13.8901
- - - - - - - - - - - %--------------+--------------}--------------* " " " " " " "
Unmitigated 5.6066 0.3313 0.0000 13.8901
8.2 Waste by Land Use
Unmitigated
Waste
Total CO2
CH4
N20
CO2e
Disposed
Land Use
tons
MT/yr
Condo/Townhous 16.1 •1 3.2682 0.1931 0.0000 i 8.0967
e
------- -------
Office Park 2.34 :i 0.4750 0.0281 0.0000 i 1.1768
Strip Mall 9.18 �i 1.8635 0.1101 0.0000 i 4.6166
Total
5.6066
0.3313
0.0000
13.8901
CalEEMod Version: CalEEMod.2016.3.2 Page 81 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
8.2 Waste by Land Use
Mitigated
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
Fire Pumas and Emeraencv Generators
IEquipment Type I Number I Hours/Day I Hours/Year I Horse Power I Load Factor I Fuel Type I
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type
User Defined Equipment
Equipment Type Number
waste
Total CO2
CH4
N20
CO2e
Disposed
Land Use
tons
MT/yr
Condo/Townhous
i 16.1 •1 3.2682 0.1931 0.0000 i 8.0967
e
------- -------
Office Park
i 2.34 •1 0.4750 0.0281 0.0000 i 1.1768
Strip Mall
i 9.18 •1 1.8635 0.1101 0.0000 i 4.6166
Total
5.6066
0.3313
0.0000
13.8901
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
Fire Pumas and Emeraencv Generators
IEquipment Type I Number I Hours/Day I Hours/Year I Horse Power I Load Factor I Fuel Type I
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 82 of 82 Date: 6/8/2020 9:44 AM
2510 West Coast Highway - Orange County, Annual
11.0 Vegetation
EXHIBIT "F"
June 14, 2021 letter from Urban Crossroads, Inc.
L!*►URBAM
CROSSROADS
June 14, 2021
Mr. Mark Moshayedi
Space Investment Partners
17475 Gillette
Irvine, CA 92614
EXHIBIT 711
urbanxroods.com
SUBJECT: PCH MIXED-USE DEVELOPMENT SITE PLAN UPDATE
Dear Mr. Mark Moshayedi:
Urban Crossroads, Inc. prepared several environmental documents in support of the PCH Mixed -Use
Development ("Project") located in the Mariner's Mile near the intersection of West Coast Highway and
Tustin Avenue in the City of Newport Beach. Urban Crossroads, Inc. prepared the Noise Impact Analysis,
Air Quality and Greenhouse Gas Assessment in addition to the Parking Demand Evaluation. The
environmental documents considered a mixed-use Project with a total of 35 multi -family residential
dwelling units and 11,266 gross square feet of non-residential uses (boutique auto showroom, and office
use).
The updated site plan dated May 11, 2021, proposes a change in the Project intensity. The updated
Project increases the number of residential units from 35 to 36 units and a reduction in the commercial
floor area from approximately 11,000 square feet to approximately 5,000 square feet. The proposed
changes will not generate any additional impacts beyond what was previously considered in the
environmental documents. If you have any questions, please contact me directly at (949) 584-3148.
Respectfully submitted,
URBAN CROSSROADS, INC.
6j6v___��
Bill Lawson, P.E., INCE
Principal
QRoFESSlON
meq-: YXOV+IARpI�l��
�° c'
C9 4 m
LU � rn
No. TR 2537
`rTTRAFFIC �P
11-zFOF CAUFO!�/
12954-10 Memo
STATE OF CALIFORNIA }
COUNTY OF ORANGE } ss.
CITY OF NEWPORT BEACH }
I, Leilani I. Brown, City Clerk of the City of Newport Beach, California, do hereby certify that the
whole number of members of the City Council is seven; the foregoing resolution, being Resolution
No. 2021-70 was duly introduced before and adopted by the City Council of said City at a regular meeting
of said Council held on the 27th day of July, 2021, and the same was so passed and adopted by the
following vote, to wit:
AYES: Mayor Brad Avery, Mayor Pro Tem Kevin Muldoon, Council Member Joy Brenner,
Council Member Diane Dixon, Council Member Will O'Neill
NAYS: None
RECUSED: Council Member Noah Blom, Council Member Duffy Duffield
IN WITNESS WHEREOF, I have hereunto subscribed my name and affixed the official seal of
said City this 2811 day of July, 2021.
Leilani I. Brown
City Clerk
Newport Beach, California