Wildomar City Council
December 9, 2024

Example of an existing Class II bike lane in Wildomar.

GOAL CI 3
A safe and connected bicycle network composed of context-appropriate bicycle facilities and supporting amenities that serve the
needs of recreational and utilitarian bicyclists
of all ages and abilities.

Policy CI 3.1
Bicycle Network. Improve bicycle safety, comfort,
and connectivity throughout the city, with an emphasis on implementing the planned bicycle network (shown on Figure 3-2).

Policy CI 3.2
Close Connectivity Gaps. Improve bicycle network
connectivity by requiring development projects to
close connectivity gaps by extending project frontage improvements to the nearest connecting bicycle facility, where feasible and/or where fee credit/reimbursement programs exist. Factors to consider may include, but are not limited to, the proposed project's land use(s), destinations created by the project, destinations that could be reached by occupants of the new development, the length of the gap, etc.

Policy CI 3.3
Implement Local Roadway Safety Plan. Implementation of recommended projects in the Local Roadway Safety Plan (as adopted and amended from
time to time) to enhance the safety of trips made by
bicycle to and from neighborhoods, schools, parks,
retail locations, employment centers, government offices, and bus stops.

Policy CI 3.4
Include Bicycle Facilities in Projects. Coordinate
street resurfacing and restriping efforts, capital improvement projects, and development projects to include bicycle facilities identified in the planned bicycle network, where applicable.

Policy CI 3.5
Connect with Adjacent Jurisdictions. Coordinate
with adjacent jurisdictions to provide continuous and
uniform bicycle connections to and from neighboring communities, where feasible.

Policy CI 3.6
Wayfinding Program. Consider development of a
wayfinding program that indicates additional bicycle
connections and the direction and distance to key
destinations.

Policy CI 3.7
Intersection Design. Enhance bicycle intersection
crossing efficiency and safety through intersection
design considerations, provisions of bicycle detection at signalized intersections, and other appropriate design features.

Policy CI 3.8
Biking to Schools. Pursue collaborative opportunities with local schools to implement programs that promote bicycle education and safety and encourage
usage among students.

Policy CI 3.9
Bicycle Parking. Bicycle parking shall be provided
with all new developments as required by Section

17.188.060 of Wildomar’s Municipal Code.

Policy CI 3.10
Bicycle Racks. Encourage existing retailers, shops,
and shopping centers to install bicycle racks. Permit
the reallocation of vehicular parking space(s) to bicycle parking spaces, if supported by a parking utilization study and/or if the remaining spaces are consistent with the minimum required for the respective 904

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land use as identified in Section 17.188.030 of Wildomar’s Municipal Code.

Policy CI 3.11
Employer-Provided Amenities. Encourage employers to install end-of-trip amenities for bicycle riders, such as bicycle parking, maintenance stations,
lockers, and/or showers.

Policy CI 3.12
Bicycle Safety. Regularly review and monitor reports of bicycle-involved collisions to identify potential safety issues and appropriate improvements.

Explore opportunities to improve bicycle safety
through educational and/or training programs for cyclists and other roadway users.

Policy CI 3.13
Freeway Crossings. As properties adjacent to I-15
develop, consider the feasibility of, and potential demand for, incorporating additional freeway crossings that prioritize pedestrian and bicycle mobility.

Bus stop along Mission Trail, adjacent to the
Wildomar Library.

GOAL CI 4
A public transportation network that allows
for convenient access to major destinations,
both within Wildomar and the region.

Policy CI 4.1
Transit Network. Work with Riverside Transit
Agency (RTA), Southern California Association of
Governments (SCAG), and other regional partners to
ensure that adequate transit service is provided consistent with future growth (shown on Figure 3-3).

Policy CI 4.2
Station Amenities. Coordinate with Riverside
Transit Agency to focus station improvements and
enhanced amenities at locations with the greatest ridership. In coordination with RTA and adjacent properties, provide secure bicycle parking options for high ridership transit stops, where feasible.

Policy CI 4.3
First/Last Mile Connectivity. Encourage convenient and safe pedestrian and bicycle linkages to and from bus stops to provide better first/last mile connectivity. This includes connectivity to/from existing and new development and along streets providing
access to the bus stops.

GOAL CI 5
Convenient and efficient vehicle circulation
with minimal congestion that does not degrade pedestrian and bicycle safety, mobility, and access.

Policy CI 5.1
Roadway Network. Implement the planned roadway network and classification designations (as shown on Figure 3-4) through new development, redevelopment, resurfacing, and/or other capital improvement projects. This includes the new potential connections at Sunset Avenue between Bundy Canyon Road and La Estrella Street, and at Inland Valley Drive between Prielipp Road and Hidden Springs Road, if feasibility is demonstrated and appropriate funding is identified.

Policy CI 5.2
Connect with Adjacent Jurisdictions. Work with
adjacent jurisdictions to provide continuous vehicular connections to and from neighboring communities.

Policy CI 5.3
Roadway Cross-Sections. Ensure the implementation of the updated typical roadway cross-sections displayed in this Circulation Element (as shown on
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Figures 3-5 through 3-8), including the new “Rural
Collector” classification.

Policy CI 5.4
Level of Service Threshold. Although Vehicle
Miles Traveled (VMT) will be utilized as the traffic
impact metric for California Environmental Quality
Act (CEQA) review process, Level of Service (LOS)
is still a critical measure and indicator of traffic operations. LOS D shall be the threshold for all Circulation Element roadways and intersections, consistent with Transportation Impact Analysis (TIA) Guidelines adopted by the City Council, unless otherwise approved by the City Engineer.

Policy CI 5.5
Vehicle Miles Traveled Threshold. All projects in
the City shall be in compliance with Resolution No.
2020-40, Vehicle Miles Traveled (VMT) CEQA
Threshold Policy Guidelines. Efforts should be made
to reduce VMT by prioritizing pedestrian and bicycle travel and/or incorporating active transportation enhancements, to the extent feasible. Efforts to reduce VMT may not necessarily have to be implemented on-site; instead, in coordination with city staff, off-site projects can be identified that would
offset the VMT increase caused by a particular project. Applicants/developers would have the option to either construct the project/improvement or calculate
the costs associated with the construction of the project/improvement and pay that as an in-lieu fee.

Policy CI 5.6
Achieve Level of Service Threshold. All development projects shall achieve the LOS threshold identified in Policy 5.4; otherwise, the City reserves the right to request the proposed development to amend
existing roadway designations to ensure roadways
and intersections can adequately handle volumes of
traffic generated by the development.

Policy CI 5.7
Evaluate Roadway Network. As development occurs, evaluate the need to designate additional roads as Circulation Element roadways, or amend existing
designations to help enhance vehicle circulation, reduce congestion, and increase connectivity throughout the city. Measures shall not come at the
expense of pedestrian and/or bicycle safety, mobility, and access unless approved by the City Engineer.

Policy CI 5.8
Evaluate Intersections. Evaluate intersection geometrics and treatments at the intersections of Crescent Avenue/Elberta Road and Crescent Avenue/Olive Street to improve safety and operations. This could include, but not limited to, Crescent Avenue
Road closure to vehicular traffic at its northern (Elberta Road) and southern (Olive Street) ends.

Policy CI 5.9
Connect Lake Elsinore to Interstate 15. Continue
to coordinate with the City of Lake Elsinore and respective property owners in Wildomar to identify a preferred connection between Lake Elsinore and Interstate 15 via Bundy Canyon Road, or alternatives.

This connection could help reduce cut-through traffic on local or Collector streets in Wildomar and capitalize on the region’s investment in Bundy Canyon Road.

Policy CI 5.10
Interchange Projects. Ensure that future interchange projects, such as the Bundy Canyon Road and Wildomar Trail Project Study Reports, incorporate recommended bicycle network and pedestrian route type features, to the extent possible.

Policy CI 5.11
Evaluate Traffic along Bundy Canyon. Evaluate
local and regional traffic as development continues
along the Bundy Canyon Road/Scott Road corridor
to ensure adequate north-south connectivity along
the corridor to facilitate expected traffic volumes
and circulation and determine when improvements
are warranted to proposed or potential north-south
connections, as shown on the Proposed Network exhibit (as shown on Figure 3-4).

Policy CI 5.12
Utilize Transportation Demand Management.

Regularly update the Transportation Demand Management (TDM) ordinance to include best 906

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management practices for reducing VMT. Updates
to the ordinance should include consideration of private shuttle bus services, work from home programs, vanpool programs, and parking strategies that would
incentivize use of public or private transportation for key development projects.

Policy CI 5.13
Utilize Transportation System Management. Utilize Transportation System Management (TSM) measures throughout the City to ensure the circulation system is as efficient and cost-effective as possible. These measures include, but are not limited to, improvements to signal coordination, transit signal
priorities, and pedestrian/bicycle prioritized signals.

Policy CI 5.14
Manage Curb Space. Manage curb space in activity
areas to balance demands of all users, such as emergency vehicles, buses, vehicle parking, bicycle/scooter parking, delivery loading/unloading, rideshare pick-up/drop-off, street furniture, electric
vehicle charging stations, etc.

Policy CI 5.14
Connected and Autonomous Vehicles. Utilization
of advanced analytics and high-speed communication networks should be taken into consideration to prepare for the future deployment of connected and
autonomous vehicles.

GOAL CI 6
Provide and maintain a safe and efficient system for delivering goods and services.

Policy CI 6.1
Goods Movement Network. Maintain a designated
goods movement route network (as shown on Figure
3-9) in the City to ensure safe and adequate infrastructure support for the travel of commercial vehicles. Goods movement routes shall comply with the requirements in the City’s municipal code.

Policy CI 6.2
Commercial Loading and Unloading. Coordinate
with property owners and the business community to
support commercial vehicle loading/unloading in a
manner that is efficient while not compromising
safety and operations of other roadway users.

GOAL CI 7
A comprehensive trail network that provides
for equestrian mobility and alternate recreational options.

Policy CI 7.1
Murrieta Creek Regional Trail Project. Continue
to pursue funding and implementation of the Murrieta Creek Regional Trail Project, including an emphasis on safe at-grade roadway crossings with the roadway network. Crossing treatments could include
curb extensions, raised crosswalks, pedestrian hybrid
beacons (also known as HAWK), rectangular rapid
flash beacons (RRFB), etc.

Policy CI 7.2
Close Connectivity Gaps. Analyze gaps in the trail
system and develop an approach for closing gaps, including property acquisition and/or dedicated easements, where necessary and feasible.

Policy CI 7.3
Connect with Adjacent Jurisdictions. Leverage
trails within other jurisdictions to provide connectivity from Wildomar to points beyond.

Policy CI 7.4
Equestrian Trails. Preserve and enhance equestrian
trails where they currently exist.

Policy CI 7.5
Trail Design Guidelines. Develop City-specific
trail design guidelines or formally adopt guidelines,
such as those provided in the County of Riverside
Comprehensive Trails Plan, as part of a Trails Master Plan.

GOAL CI 8
A robust network of infrastructure and utility systems supports the City’s growth.

Policy CI 8.1
Collaborate with Utilities and Service Providers.

Work with utilities and service providers for water,
wastewater, energy, and solid waste, including but
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not limited to, Elsinore Valley Municipal Water District (EVMWD), CR&R, Southern California Edison (SCE), and SoCalGas, to ensure that services and facilities meet resident needs reliably and support the City’s growth.

Policy CI 8.2
Adequate Storm Drainage. Implement and periodically update the 2019 City of Wildomar Master Drainage Plan to manage storm runoff and provide
flood control protection.

Policy CI 8.3
Telecommunications Systems and Access. Work
with telecommunications service providers to meet
the facility and service demands of existing and future development and to provide equitable access to telecommunications infrastructure, including encouraging retrofit and expansion of existing high speed internet systems and inclusion in all new housing.
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4. Economic
Development
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4. Economic Development
Element

4.1 Vision
This Element supports the economic health and resilience of Wildomar’s businesses, residents, and City finances in myriad ways. Wildomar will continue to support the growth of existing businesses and new start-ups by improving access to business
management, financing, and marketing training and
assistance. Economic development efforts will focus
on businesses that bring new dollars into the local
Wildomar economy and that capitalize on unique assets in and near Wildomar. The City will collaborate with schools and colleges to encourage training and
jobs for residents. It will also support access to resources and education for entrepreneurs.

The City will embrace innovative and creative approaches to nurturing a vibrant local economy while remaining fiscally responsible. Existing commercial
areas will be transformed and new commercial areas
developed, with a focus on experience-oriented
shopping. Emerging creative and artisan fabricator
economies and ancillary retail sales and services will
be accommodated in light industrial districts. The
City will also leverage the benefits from commuting
residents working from home and spending more
money locally.

4.2 Purpose
Because an economic development element is optional under California planning requirements, there are no legal standards for what the element should
contain. Although economic growth is essential to a
fiscally sustainable city, there are limitations on
what a city can do to promote and support economic
development.

In addition to identifying goals, policies and implementation actions the City will undertake to advance economic development, this element also outlines
the structure of how Wildomar will pursue and invest in economic development. There are two key reasons for this. First, much of the work of economic
development is conducted by local and regional partners, with the city playing a coordinating and supporting role. And second, most of the economic development programs and projects in which the City will invest will be formulated, implemented, and
evaluated through an economic development strategic plan, which the City will adopt and periodically update. The Economic Development Element provides policy guidance for economic development partnerships and for economic development strategic
planning.

4.3 Planning Context and
Approach
A market study was conducted to support the preparation of the General Plan. Rather than discussing the market conditions at that time—market conditions that will change often over the life of the Plan—there are three (3) broad trends that will influence growth and land development over the long term.

Smaller Households and Fewer Children
From 2010 to 2020, the number of households in
Wildomar with children at home declined—for both
married couples and single parents. This is a trend
throughout most of Western Riverside County, reflecting declining birth rates since 2007 and the lowest fertility rates ever in the US. The California Department of Finance (DOF) projects continuing declines in the number of Riverside County residents aged 18 and under and those aged 18 to 24. Reflecting these changes, the Southern California Association of Governments (SCAG) is projecting a longterm decline in the average household size. 911
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This shift in household size and type has implications for housing development. With cities accommodating fewer and fewer families with children, the regional market will shift towards producing a variety of housing types instead of predominantly large single-family detached houses, such as smaller
houses, multigenerational housing, and more attached and multifamily housing. This shift also has implications for the types of businesses—retail, dining, entertainment, and recreation—that will fill commercial buildings and be successful in Wildomar. Finally, this shift will have implications for the types of public facilities and services the City
will be expected to provide.

Changing Retail Environment
The 20+ year trend of retail spending shifting from
bricks-and-mortar stores to online purchasing accelerated with the COVID-19 pandemic (beginning in 2020). At the time this General Plan is being prepared, most chain retailers are highly focused on omni-channel retailing—creating multiple pathways
to retail sales, including in-store shopping and online sales with store pickup, delivery, and shipping from
centralized warehouses—which will reduce the need
for more physical stores. Even though Wildomar is
underserved by retail businesses (and so residents
often go to other cities to purchase goods), the proximity of competing shopping centers close to Wildomar will further diminish future demand for more commercial development in the City.

The Barn business plaza (top) and Montague Brothers Coffee (bottom).

To be competitive in the regional market and in the
changing retail environment, the City will need to
facilitate the transformation of existing commercial
areas and the development of new ones, with a focus
on experience-oriented shopping (shopping where
socializing, entertainment, activities, and the overall experience are as important, if not more so, as the
purchase of goods). Promoting the creation of new
local businesses will help expand offerings for shopping, dining, entertainment, and recreation in Wildomar.

Changing Office Use
The COVID-19 pandemic forced the development of
technology and changes in common business
To be competitive in the regional
market and in the changing retail
environment, the City will need to
facilitate the transformation of existing commercial areas and the development of new ones, with a
focus on experience-oriented
shopping (shopping where socializing, entertainment, activities, and the overall experience are as
important, if not more so, as the
purchase of goods).
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practices to deal with employees forced to work
from home. Although businesses are still adjusting
to the new realities, it appears that some office workers may continue to work at home with a limited amount of in-office work. However, some officebased sectors of the economy will continue to operate primarily in offices. This includes medical services, which are forecast to account for the largest share of job growth.

City Hall is co-located with other offices in the Oak Creek shopping center.

Because Wildomar has a limited amount of office
space, it is unlikely to be impacted by a regional lack of demand for offices as businesses decrease their
office footprints when current leases expire. The
City will benefit from commuting residents working
from home and consequently spending more money
locally. And the demand for medical office space
can support mixed-use development in areas this
Plan designates for such development.

Industrial Land Use
Even though there is strong regional demand for
warehousing development, there is little land area
suitable for large warehouses in Wildomar, and
significant growth in warehousing is not consistent
with the community’s character and vision. Instead,
this General Plan focuses on supporting and facilitating light industrial/flex space, which offers smaller tenant spaces, and small- to medium-sized manufacturing facilities. This Plan also proposes to expand what “light industrial use” encompasses to include
the creative and artisan fabricator economies and ancillary retail sales and services. Implementation of the Economic Development Element should focus
on attracting relevant businesses, supporting entrepreneurs wanting to start new businesses, and maintaining the affordability of light industrial building space. Economic development efforts will focus on
businesses that bring new dollars into the local Wildomar economy and that capitalize on unique assets in and near Wildomar.

4.4 Economic Development
Strategic Planning
This Economic Development Element is predicated
on the City adopting, implementing, and periodically
updating an economic development strategic plan.

The strategic plan will identify specific projects, programs, and other investments that are realistic for the City to complete in three to five years. The strategic
plan will also establish an evaluation framework and
metrics to measure the effectiveness of the plan. And
with the information from implementation, the City
will adjust and amend the strategic plan.

This Plan also proposes to expand
what “light industrial use” encompasses to include the creative and artisan fabricator economies and
ancillary retail sales and services.
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4.5 Economic Development
Partners
The City may partner with stakeholders that include
but are not limited to, existing businesses, property
owners, real estate brokers and developers, and other
community organizations. Other stakeholders are
key assets that economic development efforts will
capitalize on, such as Inland Valley Hospital. Other
stakeholders who do not necessarily have economic
development as a primary function will still likely be
engaged because they have a vested interest in
growth and diversification of the local economy and
are committed to the future of Wildomar. The City
will engage stakeholders through the strategic planning process, and the economic development strategic plan will reflect the specific projects and programs to which these stakeholders are committed.

In addition, the City will need to collaborate with a
wide variety of economic development organizations
and service providers to leverage their expertise and
federal, state, and non-profit funding. Through these
partnerships, the City will seek to connect existing
businesses, firms interested in locating in Wildomar,
and local entrepreneurs starting new businesses, with
training and assistance. A partial list of partners includes the Economic Development Coalition, Riverside County Office of Economic Development, Riverside County Workforce Development (RCWD), Inland Empire Small Business Development Center,
Inland Empire Center for Entrepreneurship, Murrieta/Wildomar Chamber of Commerce, Lake Elsinore Unified School District, and Mt. San Jacinto Community College District. The list is expected to
change over the lifetime of the General Plan.
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4.6 Goals and Policies
GOAL ED 1
Vibrant Local Economy. A resilient local
economy that provides goods and services desired by residents and contributes to the community’s quality of life and sense of place.

Policy ED 1.1
Business Retention and Expansion. Retain existing
businesses and support their profitability and expansion by collaborating with the local Chamber of Commerce and regional economic development service providers to improve access by local businesses to business management training, financing, marketing assistance, and other programs.

Policy ED 1.2
Business Startups. Grow the number of independent businesses to diversify the local economy, to provide business and employment opportunities for
residents, and to provide goods and services desired
by residents, by collaborating with the Chamber of
Commerce and regional economic development service providers to provide entrepreneurial training and assistance.

Policy ED 1.3
Business Attraction. Attract businesses that diversify the local tax base and that improve the quality of life, by collaborating with economic development
service providers to market Wildomar and to market
commercial and industrial sites and facilities to potential new businesses.

Policy ED 1.4
Workforce Housing. Support an adequate and reliable workforce for local businesses by promoting the development of housing opportunities suited to the
range of incomes, in accordance with the Land Use
Element and the Housing Element.

Policy ED 1.5
Employment Opportunities for Residents. Support the growth of existing businesses, the creation of new businesses, and the attraction of businesses
that provide employment opportunities suited to a
variety of skills and education levels.

Policy ED 1.6
Local Preferences. When considering approval of a
development agreement, take into consideration the
potential for a commitment to local procurement and
local hiring preferences to provide a community
benefit if incorporated into the development agreement.

GOAL ED 2
Economic Development Program. A robust
program that supports residents and entrepreneurs and that attracts private investment.

Policy ED 2.1
Economic Development Objectives. Invest in the
City’s economic development program, amenities,
and infrastructure to maintain and enhance the attractiveness of Wildomar for private investment, to expand and diversify the local tax base, and to facilitate growth in the local economy that contributes to and enhances Wildomar’s quality of life.

Policy ED 2.2
Strategic Action Plan. Adopt and periodically update an economic development strategic plan that states the City’s vision for economic development,
identifies objectives for the time frame of the strategy, establishes strategies and action plans, and that may also identify target sectors, partnerships, and
marketing and communications.

Policy ED 2.3
Staffing and Funding. Invest in the City’s economic development to achieve long-term goals in accordance with an adopted strategic action plan,
fund economic development staffing and training,
and incorporate economic development thinking
throughout City Hall.

Policy ED 2.4
Economic Development Partners. Leverage investments by the federal and state governments and by private and non-profit entities by collaborating with
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economic development partners, including but not
limited to the Economic Development Coalition, the
Riverside County Office of Economic Development,
Riverside County Workforce Development, the Inland Empire Small Business Development Center, the Inland Empire Center for Entrepreneurship, the
Inland Empire Women’s Business Center, the Murrieta/Wildomar Chamber of Commerce, other public agencies, Lake Elsinore Unified School District, Mt.

San Jacinto Community College District, and other
stakeholders, including but not limited to existing
businesses, real estate brokers and developers, and
other community organizations.

Policy ED 2.5
Marketing and Communications. Maintain regular
public communications of the City’s economic development efforts and successes, maintain regular communications with existing businesses and economic development stakeholders, and, consistent with the adopted economic development strategic
plan, invest in communications to market Wildomar
as a location for new businesses and private investment.

GOAL ED 3
Economic Activity Centers. Well-planned
commercial and industrial districts, commercial corridors, and retail nodes that are integrated into and compatible with Wildomar’s neighborhoods.

Policy ED 3.1
Bundy Canyon Corridor Focus Area. Preserve
larger land parcels with visibility and access to the
freeway primarily for larger-scale, auto-centric shopping centers with retail sales and services businesses and experience-oriented commerce.

Policy ED 3.2
Old Town Focus Area. Facilitate a downtown look
and feel in the Old Town Focus Area by promoting
park-once facilities in a pedestrian-friendly environment with experience-oriented retail sales and services, dining, and entertainment uses.

Policy ED 3.3
Wildomar Trail Corridor Focus Area. Require
that sufficient land area with easy vehicular access
and sufficient parking be reserved to ensure the viability of commercial uses if residential uses are developed first.

Policy ED 3.4
Hidden Springs/Wyman Road Specific Plan
Area. Recommend a market demand study be prepared in conjunction with a future specific plan to ensure that the buildout of this 160 +/- acre area
meets the City’s needs for affordable and workforce
housing, retail sales and services, entertainment, and
employment opportunities.

Policy ED 3.5
Re-dustrial Focus Area. Seek to maintain the affordability of new development in the area centered around Clinton Keith Road east of Inland Valley
Drive to support business start-ups and independent
businesses.

GOAL ED 4
Fiscally Resilient Local Government. Fiscally
sustainable land use and development patterns and conservative, well-managed municipal finances that support a fiscally resilient city.

Policy ED 4.1
Land Use Balance. Maintain a responsible balance
between residential and nonresidential development,
preserving community character and resources, to
generate sufficient municipal revenues to continually
reinvest in the community’s quality of life and periodically evaluate the potential buildout of the general plan to account for structural changes in the economy.

Policy ED 4.2
Funding and Financing Districts. Maintain the
citywide community facilities district to ensure a
healthy, safe, and family-friendly environment, and
when investments are needed for localized improvements and services, consider additional funding and financing districts, such as business improvement
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districts, landscaping and lighting maintenance districts, and enhanced infrastructure finance districts.

Policy ED 4.3
Fiscal Impact Analysis. Ensure that new development enhances the City’s fiscal health and capacity to provide community service programs, entertainment, and recreation opportunities by incorporating potential fiscal impacts into decision-making for
General Plan amendments and zoning changes.
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5. Open Space and
Conservation
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5. Open Space and
Conservation Element

5.1 Vision
The open space and conservation element seeks to
balance human activities with the integrated ecosystem of plants and animals that use the same air, water, energy, and natural resources.

Wildomar has the good fortune to contain a bounty
of natural resources and open spaces. It is home to
scores of native animals and plants and the habitats
that nurture their lives. And it is shaped by natural
features—from the hillsides to the valleys to the watercourses that give the City its unique form and character. The land also bears the traces of people
who inhabited the area in times past.

The policies in this element recognize that Wildomar’s unique natural and cultural resources are irreplaceable and seek to minimize impacts on them from the daily activities of its human inhabitants so
that they can be enjoyed by subsequent generations
of residents.

5.2 Purpose
This element responds to the requirements in the
California Government Code §65560 et seq. and
§65302(d). It overlaps with several other elements,
most notably the Land Use Element when determining the suitability of sites for future development; the Recreation and Community Services Element
when considering access to open spaces for recreation, parkland, and trails; and the Safety Element to address open space for health and safety.

Residents value Wildomar’s open spaces and natural features.

Relationship to Other
Planning Efforts
The policies in the Open Space and Conservation Element support the Western Riverside County Multiple Species Habitat Conservation Plan (MSHCP) and Stephens’ Kangaroo Rat Habitat Conservation
Plan (SKRHCP), which seeks to protect habitat for
the Stephens’ kangaroo rat, an important keystone
species.

Western Riverside County Multiple Species
Habitat Conservation Plan
The MSHCP focuses on conserving species and their
habitats in western Riverside County. In conjunction
with other habitat conservation plans in Southern
California, the goal of the MSHCP is to maintain biological and ecological diversity within a rapidly urbanizing region. MSHCP-conserved lands in the City are shown on Figure 5-1.

The policies in this element recognize that Wildomar’s unique natural and cultural resources are irreplaceable and seek to minimize impacts on them from the daily activities of its human inhabitants… 921
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5.3 Planning Context and
Approach
Open Spaces and Natural
Resources
The City of Wildomar is nestled in a valley bordered
by rolling hills to the east and the Cleveland National Forest and Santa Ana and Elsinore mountains to the west. Murrieta Creek and its important riparian corridor runs north-south through the City. The surrounding natural topography and environment afford views of natural open spaces, a rich biodiversity, and miles of mountain ridgelines, which this Plan endeavors to protect as scenic resources.

As shown on Figure 5-1, 1,122 acres of wildlife conservation areas are scattered throughout the northeastern part of the City. These conserved open spaces serve multiple functions, including the protection of natural open areas, watersheds, environmentally sensitive areas such as creeks and riparian areas, wildlife habitats, hillsides, and visual resources.

The City’s distinct vegetation communities are
shown on Figures 5-2a through 5-2d. A total of 36
special-status plant species and 42 special-status
wildlife species have been documented to occur in
the City or may be potentially affected by activities
in the City. Critical habitats for the City’s sensitive species are shown on Figure 5-3. Aquatic resources
are shown on Figure 5-4. These features have the potential to provide corridors that encourage the movement of wildlife and provide habitat for sensitive wildlife and plant species. Because these sensitive
habitats are generally limited to the natural drainages and conserved areas where development is limited,
they are deserving of continued protection.

Wild poppies color the City’s open spaces in spring.

Mineral Resources
The City is designated as Mineral Resources Zone 3
(MRZ-3), which indicates that significance of mineral deposits cannot be determined from the available data. A mining pit, Bundy Canyon Pit, is currently operational. Additionally, a federal lode mining claim, the Baxty Queen, conducts small-scale prospecting and mining for mineral resources, including rare earth elements (REEs) and precious gem materials. These facilities are depicted on Figure 5-5.

Air Quality
Clean air is a critical component for everyday living.

Wildomar is under the jurisdiction of the South
Coast Air Quality Management District (AQMD),
which includes Los Angeles, Orange, Riverside, and
San Bernardino Counties. South Coast AQMD is responsible for controlling emissions from stationary sources of air pollution.
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Wildomar is under the jurisdiction of the South Coast Air Quality Management District (AQMD).

The South Coast AQMD region has among the highest levels of ozone (smog) in the nation, despite great strides in cleaning the air over the past several decades. The sources of pollution include both stationary and mobile sources. 923
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925
926
927
928
929
930
W Graham Ave
Scott Rd
Washington Ave
Palomar St
dR ateirruM
Jackson Ave
Bundy Canyon Rd
Whi t ewoo
Wildomar Tr
dR sggirB
Corydon Rd
E Lakeshore Dr
Grand Ave
Clinton Keith Rd
Mission Trl
15 215
79 Menifee
Murrieta
Lake Elsinore
Canyon Lake
Cottonwood
Canyon Rd
Newport Rd
California Oaks Rd
Lake
Elsinore
Unincorporated
Riverside County
Source: ESRI, 2024; PlaceWorks, 2024
FIG 5-5: AREAS OF MINERAL SIGNIFICANCE
0 0.5 1 0.25
Miles
City Boundary
MRZ-1
MRZ-3
Bundy Canyon Mine
Baxty Queen
Mineral Resources
MRZ-3
MRZ-3
MRZ-3
MRZ-3
MRZ-3
MRZ-1
MRZ-1
Bundy Canyon Mine
Operation Type: Open Pit
Primary Product: Sand and Gravel
Baxty Queen
Total Acres: 20.66
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Exposure to high levels of air pollution can result in
severe health impacts, such as respiratory and cardiovascular disease, asthma, and premature death. Protecting the City’s air is thus a vital part of promoting community health. However, air doesn’t recognize
municipal boundaries. So the policies and programs
in this element encourage responsible air management through collaboration with local and state air quality agencies, imposing air pollution regulations
on new construction, and paving the way to use lesspolluting vehicles and outdoor equipment.

Water Supply and Quality
In addition to clean air, the City needs a clean and
adequate supply of water. The Elsinore Valley Municipal Water District (EVMWD) provides water services to Wildomar. EVMWD’s water supply is a
blend of local groundwater, surface water from Lake
Elsinore and Railroad Canyon Reservoirs (Canyon
Lake), and imported water.

While EVMWD provides the water, the City is responsible for ensuring that water is used responsibly.

This Plan ensures both the protection of water quality in the City and continued collaboration with EVMWD to reduce water use.

Energy
Energy resources provide the power to keep our
electronics running and buildings operating, help us
keep cool in the summer heat, and power our critical
and emergency services. Most of the energy used in
Wildomar’s buildings is in the form of electricity,
provided by Southern California Edison (SCE), and
natural gas, supplied by Southern California Gas
Company (SoCalGas).

Wildomar promotes energy efficiency and conservation through participation in the Western Riverside Energy Partnership, a Western Riverside Council of
Governments (WRCOG) initiative that brings SCE
and SoCalGas together with local jurisdictions to
achieve energy savings, reduce energy bills, and improve building comfort.

The General Plan’s energy policies and implementation programs support the development of affordable, reliable, and independent local power. Policies to promote energy conservation will help lower bills
for energy customers, ensure that buildings remain
comfortable during all weather conditions, and manage the transition to move diverse power sources.

Solid Waste
Proper solid waste treatment and disposal contribute
to safer and healthier environments for people to live
in. In Wildomar, CR&R Services collects and disposes of solid waste generated by households and businesses. CR&R provides trash collection, recycling, and organics processing services and employs anaerobic digestion techniques to produce natural
gas from organic waste.

The solid-waste-related policies and implementation
programs in this element aim to help reduce the
amount of waste that Wildomar sends to landfills.

This includes efforts to divert organic materials and
other recyclables into composting or other recycling
programs as well as overall waste reduction efforts.

Greenhouse Gas Emissions
The buildup of greenhouse gases (GHG) in the atmosphere is a factor in climate change. Climate change is responsible for an increase in severe
storms and weather that can make some natural hazards, such as floods, droughts, and wildfires, occur more frequently and with greater intensity. Activities
that produce GHGs include the use of gas-powered
vehicles such as cars and trucks, electricity and natural gas use in local buildings, and the decomposition of materials in landfills. California is working toward a goal of carbon neutrality by 2045, and Wildomar has a role to play in meeting those targets by reducing GHG emissions.

As with other communities across California, Wildomar has a responsibility to reduce GHG emissions and improve climate resiliency. Policies and implementation programs in this element will help guide the reduction of GHG emissions and provide a path
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May 2024 Page 5-13
to increased resiliency to climate hazards like drier
summers, more intense flooding, and more frequent
wildfires. Policies in other elements, such as Safety,
work in concert to reduce vulnerability to climate
hazards. Through these policies and implementation
programs, along with the efforts in the Subregional
Climate Action Plan, Wildomar can significantly reduce its GHG emissions and support progress toward California’s adopted GHG reduction targets.

Cultural and Historical
Resources
Wildomar is part of the ancestral lands of the
Pechanga and Soboba Tribes, both federally recognized tribes. For more than 10,000 years, the Pechanga People have called the Temecula Valley,
which includes Wildomar, their home. The Soboba
tribe has lived within the present-day San Jacinto
Valley and surrounding areas for centuries.

The Built Environment Resources Database lists 14
properties in the City whose dates of occupancy or
construction are between the years 1885 and 1940,
and which range in type from single-family homes to
health resorts, as shown in Table 5-1. Although none
are currently listed on the California Register of Historical Resources (CRHR) or National Register of Historic Places (NRHP), four resources have been
evaluated as potentially eligible for listing, with a
status code of 3S.

Table 5-1: Previously Evaluated Built
Environment Resources in the City
Address Name
Date of
Construction
CRHR/
NRHP
Code
25025
Catt
Road
-- 1940 5S2
2525
Catt
Road
Schwartz 1934 5S2
32785
Central
Street
Judge William Collier Home,
Lois Cook
House
21343
Dunn
Street
Ben Taylor
House 1934 3S
35880
Frederick
Street
Heal
Ranch,
Robinson
1922 5S2
20619
Grand
Avenue
-- 1935 7N
21999
Grand
Avenue
R.J. Brown 1886 3S
22060
Grand
Avenue
Easterbrook 1886 3S
22180
Grand
Avenue
-- 1899 5S2
34860 Iodine
Springs
Road
Iodine
Springs 1925 5S2
21680
Lime
Street
-- 1945 6Y
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Table 5-1: Previously Evaluated Built
Environment Resources in the City
Address Name
Date of
Construction
CRHR/
NRHP
Code
Palomar
Street
Wildomar
Bell 1887 5S2
21564
Palomar
Street
-- 1910 7N
21457
Pecan
Street
Dr. O.S.

Brown 1888 3S
Source: Cultural Resources Assessment for
City of Wildomar General Plan Update, Riverside County, California, ECORP Consulting, Inc., October 27, 2023
Notes: CRHR = California Register of Historical
Places, NRHP = National Register of Historic
Places
3S: Appears eligible for NRHP individually
through survey evaluation.
5S2: Individually eligible for local listing or designation. 6Y: Determined ineligible for NRHP by consensus through Section 106 process – Not evaluated for CR local listing. 7N: Needs to be reevaluated – formerly coded
as may become NRHP eligible with specific
conditions.

Wildomar’s unique cultural and historical resources,
both known and undiscovered, tell the story of the
City and the people that have occupied the land for
thousands of years. The City will continue to consult
with local tribes and other stakeholders to identify
and protect these irreplaceable treasures.

5.4 Goals and Policies
GOAL OS 1
Biological resources are protected from development, conserved, restored, and enhanced.

Policy OS 1.1
Habitat Conservation. Require and enforce provisions of the Western Riverside County Multiple Species Habitat Conservation Plan (MSHCP) and Stephens’ Kangaroo Rat Habitat Conservation Plan to protect environmentally sensitive lands, habitats, and
vulnerable species.

Policy OS 1.2
Wetland and Riparian Area Protection. To the
maximum extent possible, development shall avoid
and conserve remaining habitats in wetlands and riparian areas that are critical to the feeding, hibernation, or nesting of wildlife species associated with these areas.

Policy OS 1.3
Biological Reports. Require biological reports that
comply with the MSHCP for new development projects, transportation projects, and other planning efforts in the City.

Policy OS 1.4
Rewilding and Habitat Restoration. Pursue opportunities for rewilding and restoring critical habitats for sensitive species that include, but are not limited to the following: preserving, enhancing, restoring,
and expanding an integrated network of open space
to support beneficial uses, such as habitat, recreation, natural resources, historic and tribal resources, water management, and aesthetics.

Policy OS 1.5
Wildlife Corridors. Protect existing wildlife corridors by reducing habitat fragmentation from new developments. Work with the Riverside Conservation Agency (RCA) to pursue land purchase opportunities to preserve available lands. 934

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Policy OS 1.6
Natural Vegetation Conservation. Maintain and
conserve mature and historic examples of native
trees, natural vegetation, stands of established trees, and other features for ecosystem, aesthetic, and water conservation purposes.

Policy OS 1.7
Project Siting. Require that new development projects respect, integrate with, and complement the natural features of the land, including conforming
building massing to topographic forms, restricting
grading of steep slopes, and encouraging the preservation of visual horizon lines and significant hillsides as prominent visual features.

Policy OS 1.8
Protect Ridgelines. Protect ridgelines from incompatible development that diminishes their scenic value, and ensure their conservation, preservation,
and management.

Policy OS 1.9
Contour Grading. Utilize contour grading and
slope rounding to gradually transition graded road
slopes into a natural configuration consistent with
the topography of the areas.

GOAL OS 2
Air quality is protected from adverse environmental factors that contribute to poor air quality.

Policy OS 2.1
Air Quality Coordination. Collaborate with the
South Coast Air Quality Management District
(South Coast AQMD), Southern California Association of Governments (SCAG), and the California Air Resources Board (CARB) in the preparation and application of regional air quality management plans, programs, enforcement measures, and mitigation
measures designed to reduce and/or minimize the
amount of primary and secondary air pollutants.

Policy OS 2.2
New Construction. Require compliance with South
Coast AQMD regulations and support appropriate
future measures to reduce fugitive dust emanating
from new project construction sites.

Policy OS 2.3
Compatible Development Siting. Require that siting for new developments is compatible with the existing land uses and ensure that land uses for sensitive receptors such as daycares, schools, hospitals, and elderly housing are separated and protected from
polluting point sources using pollution control
measures such as distance, barriers, and landscaping.

Policy OS 2.4
Landscaping and Construction Equipment. Encourage the reduction of gasoline- or diesel-powered landscaping and construction equipment and increased use of electric equipment.

Policy OS 2.5
Vehicle Charging Infrastructure. Work with utility providers to expand EV charging infrastructure throughout the community to accelerate the use of
zero emission vehicles, prioritizing multifamily,
commercial, office, and municipal properties.

Policy OS 2.6
City Vehicles. Purchase City vehicles consistent
with the state’s Advanced Clean Fleet regulations, as
feasible.

GOAL OS 3
Reliable and safe water supply that supports
Wildomar’s current and future needs.

Policy OS 3.1
Collaboration with EVMWD. Collaborate with the
Elsinore Valley Municipal Water District
(EVMWD) to conserve and protect water quality
and supply and continue to provide assistance for urban water management plans. 935
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Policy OS 3.2
Water Quality Protection. Require that new developments do not degrade natural water bodies such as streams and rivers, and protect groundwater resources.

Policy OS 3.3
Water Conservation Strategies. Encourage waterconserving site design and the use of water-conserving fixtures in new development, and advocate for the adoption and implementation of water conservation strategies by water service agencies.

Policy OS 3.4
Water Conservation in Existing Development.

Encourage existing development to use water-conserving mechanisms such as stormwater capture systems, graywater systems, water-efficient appliances, and drought-tolerant landscape planting.

Policy OS 3.5
Recycled Water. Continue to coordinate with and
support EVMWD on opportunities to expand the recycled water system in the City.

City of Wildomar’s Historic Bell at Wildomar Elementary School.

GOAL OS 4
Cultural and historical resources that are
protected, enhanced, and restored for the education, appreciation, and enjoyment of future generations.

Policy OS 4.1
Adaptive Reuse. Repurpose buildings or structures
of historical significance to preserve, maintain, and
enhance them for future use where appropriate and
feasible.

Policy OS 4.2
Tribal Consultation. Consult Native American
tribes as part of the SB 18 and AB 52 regulations on
projects that could potentially have an impact on archeological sites and other culturally significant properties. Ensure that any inadvertent discoveries
of Native American cultural resources are treated
with appropriate dignity.

Policy OS 4.3
Paleontological and Archeological Resources. Require new development to avoid paleontological and archeological resources if possible and to minimize
impacts to them in accordance with the requirements
of CEQA.

Policy OS 4.4
Historic and Cultural Resources Inventory. Maintain and periodically update an inventory of recognized historic and cultural resources of local, regional, or national significance and those that might be eligible for recognition, in consultation with interested parties such as the Wildomar Historical Society.

GOAL OS 5
A high-quality network of open spaces that
support preservation of natural resources.

Policy OS 5.1
Open Space Access. Require new developments to
provide access to open spaces.
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Policy OS 5.2
Murrieta Creek. Enhance Murrieta Creek as a critical riparian area within the City.

GOAL OS 6
Energy is used efficiently and sourced from
resilient, low carbon, and renewable energy
supplies.

Policy OS 6.1
Energy Conservation. Encourage energy audits and
energy-efficient retrofitting of existing buildings
throughout the City.

Policy OS 6.2
Energy Transition. Work with local energy providers and contractors to support residents and business owners transitioning to all-electric appliances and renewable energy.

Policy OS 6.3
Grid Reliability. Support and encourage efforts by
local energy service providers and other public agencies to improve the safety and resilience of the local power grid.

Policy OS 6.4
Energy Independence. Increase the installation of
on-site renewable energy systems in new and existing developments with the capacity to support these systems, enforcing the renewable energy requirements of the California Building Standards Code and encouraging buildings not covered by State requirements to install renewable energy systems.

Policy OS 6.5
Energy Storage. Encourage new and existing buildings to include battery storage systems, especially buildings with solar energy installations and municipal buildings that provide essential community services.

Policy OS 6.6
Municipal Energy Transition. Transition municipal operations to renewable energy sources and electric building operations as feasible.

Policy OS 6.7
Tree Canopy. Maintain and expand the tree canopy
in residential and commercial neighborhoods to provide shade, improve air and water quality, reduce the heat island effect, and create habitat for birds and
pollinators.

Policy OS 6.8
Urban Cooling. Promote the construction of cool
roofs, green roofs, and rooftop gardens, as feasible,
to support decreased energy demand and urban cooling. Rooftop gardens also cool the surrounding area through moisture retention and surface reflectivity.

The construction of rooftop gardens would reduce
energy consumption and associated GHG emissions
in the building energy sector.

Policy OS 6.9
Cooling Elements. Encourage site and building design that avoids unwanted heat gain from solar exposure and considers passive solar and wind design.

Features that provide shading at suitable times of the
day and year generally should be “passive” or automatic, avoiding the need for occupants to regularly monitor or adjust them. Examples of passive and active solar and wind design include orienting buildings to maximize exposure to cooling effects of prevailing winds, daylighting design, natural ventilation, space planning, thermal massing, and locating landscaping and landscape structures to shade buildings.

Policy OS 6.10
Financing. Partner with SCE, the Inland Regional
Energy Network, and local solar installers to assist
low-income homeowners and small business owners
with identifying financing options for installation of
rooftop solar energy systems, energy efficiency retrofits, energy storage, and electrification of existing buildings.
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GOAL OS 7
Waste generation is decreased through recycling and waste diversion programs.

Policy OS 7.1
Recycling Programs. Support residential, commercial, industrial, and construction/demolition recycling programs to minimize the solid waste stream to landfills.

Policy OS 7.2
Electronic Waste Recycling. Coordinate with businesses that recycle electronic waste (e.g., batteries, fluorescent lamps, compact-fluorescent (CFL) bulbs)
and the California Product Stewardship Council,
CalRecycle, and other pertinent agencies to increase
rates of electronic waste recycling.

GOAL 8
Greenhouse gas emissions are reduced significantly across all sources in the community.

Policy OS 8.1
Climate Action Plan. Work collaboratively with regional agencies, neighboring cities, communitybased organizations, businesses, and other partners, as appropriate, to develop and implement a climate
action plan or equivalent approach to identify current and future sources and quantify local GHG emissions and strategies to reduce Wildomar’s GHG
emissions to levels consistent with statewide GHG
reduction and elimination goals, including those of
Assembly Bill 1279, Executive Order B-55-18, Senate Bill 32, and Executive Order S-03-05.

Policy OS 8.2
Regional Climate Action. Work with regional and
subregional agencies to promote collaboration and
partnership on climate action issues and to integrate
regional tools and resources into Wildomar’s climate
action planning efforts.
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6. Recreation and
Community Services
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6. Recreation and
Community Services
Element

6.1 Vision
Parks, trails, recreation facilities and programs, and
community services nurture the social, physical, and
mental well-being of Wildomar’s residents. The
Recreation and Community Services Element supports
a vision of an expanded network of parks and trails,
enhanced recreation activities, and robust community
services that continue to support the healthy lifestyles of Wildomar’s current and future generations.

The City will provide a network of parks and
recreational facilities that contribute to individual
health by supporting physical activity and access to the mentally restorative powers of nature. Public facilities and community services such as libraries, schools, and
arts and cultural programs will enrich the mind and
connect neighbors with each other. Wildomar will
work with its partners to provide a backbone of public
safety and medical services that maintain a high
quality of life for the City’s residents.

6.2 Purpose
This element addresses California Government Code
requirements (§ 65560 et. seq.) to assess open space
for outdoor recreation and works in concert with the
Land Use Element and Open Space and Conservation
Element. Other topics addressed in the element are not
required by government code but represent the City’s
commitment to maintaining and improving
recreational and community facilities and programs to
support the social, physical, and mental well-being of
its residents.

Relationship to Other Planning Efforts
This element is intended to set the overall policy
framework for the growth and development of
recreational and community services in Wildomar.

However, it builds upon several other important
planning and policy documents.

Wildomar Parks Master Plan
The City prepared the Wildomar Parks Master Plan
(WPMP) in 2015. The plan offers a vision and specific
actions that the City can undertake to acquire land and build a parkland system that meets residents’
recreational needs.

Wildomar Active Transportation Plan
The Active Transportation Plan (Wildomar ATP)
contains strategies and recommendations for multi-use
trails, including equestrian access, as well as bicycle and pedestrian networks for both recreation and
mobility purposes.

Murrieta Creek Regional Trail Project
Wildomar is a partner in the regionwide Murrieta
Creek Regional Trail Project. The project envisions a
multi-use, non-motorized trail system along the creek
that connects the cities of Temecula, Murrieta,
Wildomar, and Lake Elsinore, and echoing the route of
the historic Butterfield Overland Trail.

This Element supports a vision of an
expanded network of parks and
trails, enhanced recreation
activities, and robust community
services that continue to support
the healthy lifestyles of Wildomar’s
current and future generations.
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6.3 Planning Context and
Approach
Parks and Recreation
The City’s current parkland system and recreational
open spaces consist of four public parks, recreation
facilities at the parks and on joint-use land, and trails that serve as recreational and transportation routes.

The four parks in the city are Marna O’Brien Park,
Regency-Heritage Park, Windsong Park, and Malaga
Park, and they cover more than 15 acres of parkland.

Play structure at Marna O’Brien Park.

The City has three new parks in the planning stages. A
27-acre park is planned adjacent to Ronald Reagan
Elementary School, and an 11-acre park is planned
along Grand Avenue, adjacent to David A. Brown
Middle School. Both parks are planned for a mix of
active and passive elements. A 20-acre park is planned
on the eastside of Palomar Street, generally south of
Pasadena Street adjacent to Gierson Avenue. The park
has been proposed as a passive nature park with trails
and supporting amenities.

Existing and proposed parkland facilities are shown on
Figure 6-1.

The City has several facilities for organized sports
play or other recreational activities. Marna O’Brien
Park has three (3) baseball fields with spectator and
player benches, two (2) full basketball courts, two
large multi-use soccer fields, and sports field lighting; while Regency Hertiage Park has two (2) basketball
half courts and a dog park. Both parks have a tot-lot.

There are also recreational facilities owned by other
entities that help to meet the community’s recreational needs. These include the ball fields at the Wildomar
Cemetery and recreational amenities at public school
grounds that may be made available to the public after
school hours on weekdays and on the weekend.

The goals and policies in this Element supplement the
Wildomar Parks Master Plan (WPMP) by providing an
overall vision for the provision of parks and
recreational facilities in the City and addressing topics not included in the WPMP. New parks will be
designed to be safe, sustainable, and inclusive to
accommodate residents of all ages, backgrounds, and
abilities. While expanding access to such facilities, the City will strive to serve neighborhoods with the
highest unmet needs. This expansion will be abetted
by creative approaches to joint use opportunities and
funding sources.

Trails
Wildomar has a network of multi-use and equestrian
trails that serve as both recreational facilities and
transportation routes for pedestrians, hikers, and
cyclists. The trails connect to different parts of
Wildomar and regional trail networks. Existing and
proposed trails are shown on Figure 6-2.

Multi-use trail along Grand Avenue.
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Murrieta Creek is a regional creek that runs through
the cities of Temecula, Murrieta, Wildomar, and Lake
Elsinore. The Murrieta Creek Regional Trail Project is
an ongoing citywide priority and multi-agency
collaboration to create a multi-use, non-motorized trail system along Murrieta Creek.

The General Plan recognizes that Wildomar’s multiuse trails are highly valued by residents. In addition to implementing prior plans for adding to this network, a
future Trails Master Plan will provide more detailed
guidance on trail design, signage, and wayfinding.

Community Services
The City of Wildomar has a range of community
services, from schools to police, fire, and emergency
services, the locations of which are shown on Figure
6-3. The City partners with various departments in
Riverside County to provide these services. To support
the social, physical, and mental well-being of
residents, the General Plan provides for facilities,
programs and services that nurture the arts and culture, healthy diets, lifelong learning, and public safety.

School Services
The Lake Elsinore Unified School District operates the
following seven schools in the City:
• Valley Adult School:
21440 Lemon Street
• Ronald Reagan Elementary School:
35445 Porras Road
• Donald Graham Elementary School:
35450 Frederick Street
• Wildomar Elementary School:
21575 Palomar Road
• William Collier Elementary School:
20150 Mayhall Drive
• David A. Brown Middle School:
21861 Grand Avenue
• Elsinore High School:
21800 Canyon Drive
Library Services
There is one library within the City limits. The
Wildomar Library at 34303 Mission Trail is a part of
the Riverside County Library System. It offers
traditional services plus public computers and copying.

Fire Protection Services
CAL FIRE/Riverside County provides fire protection
services for residents and businesses in the City.

Wildomar Fire Station 61 is at 32637 Gruwell Street.

Wildomar Fire Station.

Police Protection Services
Law enforcement services are provided by the
Riverside County Sheriff's Department with local
policing directed from the Lake Elsinore Sheriff's
station located at 333 Limited Avenue, Lake Elsinore.
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6.4 Goals and Policies
GOAL RC 1
A system of parklands and recreational open
spaces that meet the needs of Wildomar’s
current and future residents.

Policy RC 1.1
Parks Master Plan. Implement the Parks Master Plan
to achieve the City’s vision for parks facilities.

Policy RC 1.2
Service Level Goal. Provide and maintain three (3)
acres of neighborhood and community parks per 1,000
residents.

Policy RC 1.3
Park Demand and Evaluation. Evaluate the
community's parks and recreational needs and the
adequacy of the City’s recreational facilities and
programs in meeting these needs.

Policy RC 1.4
Park Equity. Seek opportunities to develop parks in
neighborhoods with the highest unmet need.

Policy RC 1.5
Developer Fee Contribution. Require developers to
contribute fees as part of the development review
process to fund parkland acquisition and
improvements.

Policy RC 1.6
Joint Use Agreements. Collaborate with agencies and
organizations such as Elsinore Valley Municipal
Water District (EVMWD) and enact joint use
agreements for open spaces such as flood control
channels and water recharge basins that could be used
jointly for recreational purposes.

Policy RC 1.7
Land Acquisition. Pursue the acquisition of public
and private land, to provide adequate parkland as
envisioned in the Parks Master Plan.

Policy RC 1.8
Community Facilities District. Require new
developments to be annexed into the Community
Facilities District to support maintenance of open
space, parkland, and trails.

Decorative landmark at Marna O’Brien Park.

GOAL RC 2
Parkland and recreational facilities that are
safe, inclusive, and sustainable.

Policy RC 2.1
Siting and Design. Design new parkland and
recreational facilities that are compatible with the
surrounding built and natural environments; utilize
sustainable best practices; and when feasible,
incorporate features that reflect Wildomar’s unique
attributes.

Policy RC 2.2
Safety Through Design. Require new parkland and
recreational facilities to be designed for safety using best practices, including providing shade structures,
appropriately trimmed landscaping, sufficient lighting
for nighttime activities, sufficient and accessible
access points, and placing community-gathering
features and amenities along main routes with high
pedestrian traffic.
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Policy RC 2.3
Design For Inclusiveness. Design new parkland and
recreational facilities and, when feasible, retrofit
existing facilities to be more inclusive for users of all ages and abilities. Examples of such design features
include meeting and exceeding Americans with
Disabilities Act (ADA) accessibility requirements and
offering play equipment to accommodate people with
all abilities.

GOAL RC 3
A network of well-designed trails that provide
recreational opportunities and connect
residents to the places that they desire to go.

Policy RC 3.1
Trails Master Plan. Implement a Trails Master Plan
that builds on the Trail Design Guidance in the
Wildomar Active Transportation Plan (Figure 7-1) and
includes an adopted Trails Map and specific trail
design guidance appropriate for the surrounding built
and/or natural environment.

Policy RC 3.2
Murrieta Creek Trail. Seek funding to design and
build the Murrieta Creek Trail as a recreational
amenity with appropriate access and safety
considerations.

Policy RC 3.3
Equestrian Trails. Ensure that the Trails Master Plan
provides some trails that support equestrian usage.

Policy RC 3.4
Trail Signage And Wayfinding. Require new trails to
have clearly labeled signage at trailheads and
informational wayfinding signage along the trails.

When feasible, have wayfinding signage that shows
the proximity to nearby trails.

RC 3.5
Trail Connectivity. Prioritize new trails that offer
connectivity to open spaces, other trails or active
transportation facilities, and local and regional
destinations.

Wildomar Elementary School.

GOAL RC 4
Community services and recreational
programs that support a high quality-of-life
and healthy lifestyles.

Policy RC 4.1
Diversity of Community Services. Provide a variety
of community services and recreational programs to
enhance the quality of life for the City’s diverse
populations.

Policy RC 4.2
Inclusive Recreation. Provide community services
and recreational programming that support individuals
with different physical, mental, developmental, and
age-related needs.

RC 4.3
Arts and Culture. Explore opportunities to expand
the presence of arts and culture in the physical and
social fabric of Wildomar, including, but not limited
to, cultural facilities and events, arts education and
programs, and public art requirements for new
construction and public improvement projects.

Policy RC 4.4
Library Resources. Continue to collaborate with
Riverside County to support the Wildomar Library to
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Policy RC 4.5
Healthy Food Options. Encourage and support
community gardening and farmers markets to provide
residents with healthy food options.

Policy RC 4.6
Educational System. Partner with local public and
private schools, including the Lake Elsinore Unified
School District, to maintain effective educational,
vocational, and workforce training programs.

Wildomar Library.

Policy RC 4.7
Police, Fire and Emergency Medical Services. Work
with the Riverside County Sheriff’s Department and
CAL FIRE Riverside County Fire Department to
continue to provide effective law enforcement, fire,
and emergency medical services.
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7. Noise
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The vision for managing noise in
Wildomar is to allow the ”good
noises” associated with a vibrant
city full of life and limit the impact
of the ”bad noises”

7. Noise Element

7.1 Vision
The vision for managing noise in Wildomar is to
allow the ”good noises” associated with a vibrant
city full of life and limit the impact of the ”bad noises” that occur infrequently as a part of that life so that there are still quiet places to sleep, relax, and
recharge.

People’s relationship to noise can be complicated.

Certainly, noise can be unwelcome at times, but
places that are full of life are often noisy. People
make noise going about their daily routines as they
move about, use equipment, build things, talk, sing,
shout, and laugh. People also play music, cheer for
sports, have dogs, and generally make themselves
known. These are sounds of life and are welcome in
most instances. Anyone with children or experience
near a school during recess understands. To most,
these are good sounds and would not be considered
noise in the right context.

Noise becomes a nuisance when it regularly disturbs
sleep, discourages the enjoyment of the outdoors,
and affects the daily routine of residents. When this
occurs, it is essential to lower the level of noise.

7.2 Purpose
California Government Code § 65302(f) requires
municipalities to prepare and adopt “a Noise Element that shall identify and appraise noise problems in the community.” The Noise Element supports development locations of planned noise-sensitive land uses and facilitates noise levels for sensitive noise
receivers. For purposes of this Noise Element,
"noise-sensitive areas and uses" include residential
areas, parks, schools, churches, hospitals, and longterm care facilities. It is also important that noise generating uses such as industrial and commercial be
protected from incursion of noise-sensitive uses to
avoid noise complaints that may affect the operation
of these fixed noise sources.

7.3 Noise
At the basic level, noise is defined as unwanted
sound and is known to have several adverse effects
on people, including hearing loss, speech and sleep
interference, physiological responses, and annoyance. Although sound can be easily measured, the perception of noise and the physical response to
sound complicate the analysis of its impact on people. People judge the relative magnitude of sound sensation in subjective terms such as “noisiness” or
“loudness.”
Noise also uses specific terminology to describe levels of noise and how measurements are taken and compared. Noise also reacts to the environment and
can be reduced through barriers such as walls, buildings, and topography. The most obvious noise source in the City is traffic from I-15 and major roadways
such as Clinton Keith, Bundy Canyon, and Wildomar Trail.

7.4 Terminology
Like many technical fields, specific terms are used
to explain different aspects of analysis. For noise,
understanding the following terms will help when
reading this element.
• Decibel (dB)
This is a unit for measuring the amplitude of a
sound that is based on a logarithmic scale, which
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compresses the wide range of sound pressure
levels to a more usable range of numbers.
• A-weighted decibels (dBA)
This refers to the sound pressure level in decibels as measured on a sound level meter using the A-weighting network. This method deemphasizes the very low and very high frequency components of the sound, placing greater emphasis on frequencies within the sensitivity
range of the human ear.
• Day-Night Average Sound Level (Ldn)
This noise measurement describes the average
noise level over a 24-hour period after the addition of 10 decibels to sound levels after 10 p.m. and before 7 a.m. The 10 dBA adjustment accounts for our greater sensitivity to nighttime noise and the fact that lower ambient levels at
night tend to make noise events, such as aircraft
flyovers, more intrusive.
• Community Noise Equivalent Level (CNEL)
Similar to Ldn, the CNEL is the 24-hour average
noise level after the addition of 5 dB to sound
levels from 7:00 p.m. to 10:00 p.m. and 10 dB to
sound levels between 10:00 p.m. and 7:00 a.m.
• Equivalent Continuous Noise Level (Leq)
Leq is a noise descriptor that can be thought of
as the average noise level during a period of
time. The average noise level is based on the energy content (acoustic energy) of the sound. It is typically computed over 1-, 8-, and 24-hour
sample periods.
• Noise Contours
Noise contours are a graphical representation of
projected noise exposure levels associated with
noise sources such as roadways, aircraft, and
railroad operations. They are expressed as the
physical distance from the noise source at which
different noise levels can be heard.

7.5 Noise Environments &
Measurements
All sound levels referred to in this element are Aweighted to de-emphasize the very low and very high frequencies in a manner similar to the human
ear. A-weighting gives a better measurement for human annoyance and some health effects.

Ambient noise, which is the total noise in an environment, is usually measured with an A-weighted decibel scale (dBA). However, ambient noise varies
over time; therefore, other metrics that give an average noise level over a specified period of time are used. Such metrics include the energy-equivalent
noise level (Leq), the day-night average noise level
(Ldn), and the community noise equivalent level
(CNEL). Leq is an hourly average, and Ldn and
CNEL are 24-hour weighted averages.

Ambient noise monitoring was conducted in October
2022 to determine a baseline noise level for different
environments. The results of the noise measurements
can be found in Appendix 5.13-1 of the General Plan
Environmental Impact Report.

7.6 Planning Context
Generally, Wildomar is a quiet town, and most noise
is associated with traffic. In a real sense, this means that noise levels are less during nights, weekends,
and holidays when traffic is less than normal daily
volumes. Tables 7-1 and 7-2 show the ambient noise
measurements recorded during preparation of this
element. Figure 7-1 shows the locations where
measurements were recorded. Roadway noise and
ambient noise are both important to understand because road noise helps guide land use decisions, and ambient noise provides a measurement against
which future noise generating uses will be measured.
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Table 7-1: Long-Term Measurement Summary
Monitoring
Location Description
24-Hour Noise Level, dBA
CNEL Lowest Leq
(1hr)
Highest
Leq (1hr)
LT-1
Intersection of Harvest Way and Plowshare
Road near 3392 Harvey Way (residence)
9/27/2023, 9:12 AM
67 30 84
LT-2 Corydon Road near 32885 Corydon Road
(mixed-use area) 09/18/2023, 4:00 PM 74 56 70
LT-3 By Corydon Road and Mission Trail
09/18/2023, 3:35 PM 77 60 81
LT-4
Along Clinton Keith Road by 32450 Clinton
Keith Road (commercial) 09/18/2023 2:40
PM
71 53 75
LT-5 Along Wildomar Trail by 32420 Wildomar
Trail (commercial) 09/18/2023 3:04 PM 75 60 79
Source: General Plan EIR, Appendix 5.13-1.
955
Palomar St
dR ateirruM
Baxter Rd
Jackson Ave
Bundy Canyon Rd
Grand Ave
Wildomar Tr
Scott Rd
L o
sAl a mo
Nutmeg St
Wh itewo o
Washington Ave
Corydon Rd
E Lakeshore Dr
Clinton Keith Rd
Mission Trl
dR epoletnA
15 215
Menifee
Murrieta
Lake Elsinore
Canyon Hills Rd
Railroad Canyon Rd
Source: City of Wildomar, 2023; PlaceWorks, 2024
FIG 7-1: SHORT AND LONG TERM NOISE MEASUREMENT LOCATIONS 0 0.25 0.5 1
Miles
City Boundary
Long-Term (24-hour)
Noise Measurement
Loca�ons (5)
LT-X
Short-Term (15-minute)
Noise Measurement
Loca�ons (12)
ST-X
ST-1
ST-2
ST-3
ST-4
ST-5
ST-6
ST-7
ST-8
ST-10 ST-9
ST-11
ST-12
LT-2
LT-3
LT-5
LT-1
LT-4
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Table 7-2: Short-Term Noise Measurements Summary in A-weighted Sound Levels Monitoring
Location Description
15-minute Noise Level, dBA
Leq Lmax Lmin L50 L25 L8 L2
ST-1
Intersection of Deep Wells Road and
Hidden Hollow Road near 24960
Deep Well Road (Residence)
09/15/2023 12:38 PM

46.9 69.8 36.3 40.5 45.0 51.5 56.1
ST-2
Intersection of The Farm Road and
Wheelbarrow Road near 34474
Wheelbarrow Lane (Residence)
09/15/2023 1:07 PM

40.9 54.2 35.4 38.7 41.4 44.3 47.5
ST-3
Intersection of Gafford Road and
Great Falls Road, near 33514 Great
Falls Road (Residence) 9/15/2023
2:03 PM

49.3 69.7 39.6 41.6 43.3 49.5 58.0
ST-4
Intersection of Oak Creek Road and
Bundy Canyon Road, near 23541
Bundy Canyon Road (Church)
9/15/2023 1:33 PM.

63.6 74.3 42.2 62.4 65.0 67.3 69.7
ST-5
Intersection of Gruwell Street and
Baxter Road near 22271 Baxter Road
(Residence) 9/15/2023 3:00 PM

47.9 95.2 38.8 42.2 46.1 52.2 56.8
ST-6
Intersection of Avry Road and Catt
Road near 35992 Avry Way (Residence) 9/15/2023 3:00 PM.62.3 62.5 62.2 62.3 62.4 62.5 62.5 ST-7
Near Washington Avenue near Murrieta Springs Adventist Christian Academy near 32477 Starbucks Circle (Church) 9/15/23 3:25 PM

49.6 61.2 42.8 48.8 50.5 52.3 54.7
ST-8
Intersection of Brilliante Drive and El
Diamante Drive near 5335 El Diamante Drive 9/18/23 12:02 PM64.3 87.0 44.6 52.5 59.8 66.7 72.6 ST-9
Intersection of Seagrass Trail and Via
Sarah, near 25934 Seagrass Trail
(Residence) 9/18/2023 12:30 PM.

46.5 61.1 34.3 40.9 40.9 46.1 55.6
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Table 7-2: Short-Term Noise Measurements Summary in A-weighted Sound Levels Monitoring
Location Description
15-minute Noise Level, dBA
Leq Lmax Lmin L50 L25 L8 L2
ST-10
Intersection of Cassandra Street and
Loring Road, near 25139 Loring Road
(Residence) 9/18/2023 12:55 PM

51.9 70.0 38.1 42.1 45.0 52.7 63.1
ST-11
Intersection of Union Street and
Trailwood Court, near 32755 Trailwood Court (Residence) 9/18/23 1:38 PM

64.0 64.2 64.0 64.0 64.1 64.1 64.2
ST-12
Intersection of Athea Way and Willow
Road, near 21827 Athea Way (Residence) 9/18/23 2:09 PM65.0 77.3 47.8 60.8 65.8 69.8 72.5 Source: General Plan EIR, Appendix 5.13-1.

7.7 Noise Standards
Interior Noise Standards
The State of California’s noise insulation standards
are codified in the California Code of Regulations,
Title 24, Building Standards Administrative Code,
Part 2, California Building Code. These noise standards are applied to new construction for the purpose of providing suitable interior noise environments.

Noise studies must be prepared when a project seeks
to place people near major transportation noise
sources, and where such noise sources create an exterior noise level of 60 dBA CNEL or higher. A project must demonstrate that structures have been designed to limit interior noise in habitable rooms.

Exterior Noise Standards
Table 7-3 provides the City with a tool to gauge the
compatibility of land uses relative to existing and
future noise levels. The noise standards can be modified for areas that already have higher noise, and for activities like festivals, markets, and outdoor performances. Generally, there is more flexibility for outdoor noise than indoor, and design features such
as berms, walls, windows, and setbacks will all be
factored into review of the project.

7.8 Noise Contours
Figure 7-2 shows the projected noise following the
roadways and potential segments of transportation
based on the traffic analysis prepared for the land
use diagram (Figure 2-2). The contours are calculated using predicted traffic data for the City roadways and do not factor in topography, other buildings, or
noise attenuation. While the contours may not be
able to precisely predict noise levels, they can be
used as a general guide to consider noise levels for
any future projects.
.
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Table 7-3: Noise Compatibility Standards for Land Uses
Land Use Category
Normally Acceptable (dBA
CNEL)
Conditionally
Acceptable
(dBA CNEL)
Normally Unacceptable
(dBA CNEL)
Conditionally
Unacceptable
(dBA CNEL)
Single Family Residential) 60 65 70 70+
Infill Single Family Residential 65 75 80 80+
Motels, Hotels, Transient
Lodging 60 70 80 80+
Schools, Libraries, Churches,
Hospitals, Nursing Homes 60 70 80 80+
Amphitheater, Concert Hall,
Auditorium, Meeting Hall - 65 - 65+
Sports Arenas, Outdoor Spectator Sports - 70 - 75+
Playgrounds, Neighborhood
Parks 70 - 75 75+
Golf Courses, Riding Stables,
Water Recreation, Cemeteries 70 - 80 80+
Office Buildings, Business,
Commercial, Professional 65 75 85+ -
Industrial, Manufacturing, and
Utilities 70 80 85+ -
Freeway Adjacent Commercial
Office, and Industrial Uses 65 80 85+ -
Aircraft Noise Levels
The closest airport to the City is the Skylark Airport
(Skydive Elsinore), a private airstrip with minimal
air traffic approximately 425 feet northwest of Wildomar’s western boundary. Air traffic is primarily from the 25 aircraft owned by Skydive Elsinore,
which are used to provide skydiving and gliding services. The small aircraft and limited flight operations do not generate significant noise affecting the City.

The nearest public airport is approximately 4.8 miles
southeast of Wildomar and is known as the French
Valley Airport.

Airport noise contours do not extend into the City’s
sphere of influence, and airport noise does not significantly affect nearby sensitive receptors (i.e., all residences are outside of the 55 and 60 dBA Ldn
noise contours. Therefore, while aircraft overflights
will be heard, the noise generated does not result in
the need to adjust land uses or activities in the City.

Roadway Noise Levels
Vehicular noise on roadways depends on speed, volume, and traffic conditions. Typically, vehicles moving slower in high traffic generate less noise than cars operating fast under low or no traffic conditions. 960

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To establish the baseline noise conditions, traffic
data representing annual average traffic volumes for
existing conditions on major roadways were obtained from the regional traffic model to allow calculations for existing and projected traffic volumes.

Distances from the centerlines of selected roadways
to the 60, 65 and 70 dB CNEL contours are summarized in Table 7-4. These distances should be treated as estimates; actual distances may vary due to factors such as road curvature, roadway grade, shielding by local topography or structures, and elevated roadway.

Table 7-4: Noise Contours from Centerline for Roadways
Roadway Segment1
Existing CNEL Buildout CNEL
70 dBA
65 dBA
60 dBA
70 dBA
65 dBA
60 dBA
Almond Street Lemon Street to Waite
Street - - - 14 31 67
Bayless Road Wildomar Trail to Depasquale Road - - - 6 13 28 Bryant Street Corydon Street to Lorena
Lane - - - 9 20 43
Bryant Street Lorena Lane to Palomar
Street - - - 7 15 32
Bryant Street Grand Avenue to Palomar Street - - - 10 21 46 Bundy Canyon
Road
Mission Trail to Orange
Street 56 120 259 61 130 281
Bundy Canyon
Road
Orange Street to I-15 SB
Ramps 92 198 427 113 243 523
Bundy Canyon
Road
I-15 SB Ramps to I-15 NB
Ramps 92 198 426 121 260 560
Bundy Canyon
Road
I-15 NB Ramps to Monte
Vista Road 85 183 395 122 263 567
Bundy Canyon
Road
Monte Vista Road to The
Farm Road 82 177 382 128 275 593
Bundy Canyon
Road
The Farm Road to City
Limit 72 155 335 116 250 539
Catt Road McVicar Street to Clinton
Keith Rd - - - 22 48 104
Clinton Keith
Road
Grand Avenue to Palomar Street 65 139 299 84 181 391
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Table 7-4: Noise Contours from Centerline for Roadways
Roadway Segment1
Existing CNEL Buildout CNEL
70 dBA
65 dBA
60 dBA
70 dBA
65 dBA
60 dBA
Clinton Keith
Road
Palomar Street to Hidden
Springs Road 93 201 434 111 238 513
Clinton Keith
Road
Hidden Springs Road to I15 SB Ramps 113 243 524 135 292 629 Clinton Keith
Road
I-15 SB Ramps to I-15 NB
Ramps 111 238 514 134 289 623
Clinton Keith
Road
I-15 NB Ramps to Wildomar Trail 101 218 469 136 293 630 Clinton Keith
Road
Wildomar Trail to Inland
Valley Drive 97 209 451 126 272 586
Clinton Keith
Road
Inland Valley Drive to City
Limit 83 178 384 109 236 507
Corydon Road Grand Avenue to Palomar Street 56 121 260 65 140 301 Corydon Road Palomar Street to Mission Trail 61 131 282 80 172 370 Cottonwood Canyon RoadCity Limit to Bundy Canyon Road 4 9 19 5 11 24 Depasquale Road Bayless Road to Wildomar Trail - - - 10 22 47 Elizabeth Lane Clinton Keith Road to
Preilipp Road - - - 6 13 28
Gateway Drive Inland Valley Drive to City
Limit - - - 16 34 72
Grand Avenue Corydon Road to Sheila
Lane 38 82 176 45 97 209
Grand Avenue Sheila Lane to Gruwell
Street 39 83 179 43 92 198
Grand Avenue Gruwell Street to Wildomar Trail 38 83 178 45 97 209 Grand Avenue Wildomar Trail to McVicar Street 27 58 124 40 87 186 Grand Avenue McVicar Street to Clinton
Keith Rd 23 51 109 24 52 111
Grape Street City Limit to Olive Street - - - 8 16 35
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Table 7-4: Noise Contours from Centerline for Roadways
Roadway Segment1
Existing CNEL Buildout CNEL
70 dBA
65 dBA
60 dBA
70 dBA
65 dBA
60 dBA
Grape Street Olive Street to Lemon
Street - - - 11 23 50
Gruwell Street Grand Avenue to Palomar Street 10 21 46 11 24 52 Hidden Springs
Road
Clinton Keith Rd to South
of Clinton Keith Rd 46 99 214 33 72 154
Inland Valley
Drive
Clinton Keith Road to
Preilipp Road 42 91 195 49 107 230
Inland Valley
Drive
Gateway Drive to Palomar Street - - - 10 22 47
Jefferson Avenue Inland Valley Drive to City
Limit - - - 22 47 101
La Estrella Street Wildomar Trail to Salida
Del Sol 6 13 28 15 31 68
La Estrella Street Salida Del Sol to City
Limit - - - 9 20 44
Lemon Street Mission Trail to I-15 12 25 54 15 33 71
Lemon Street I-15 to Lost Road 12 27 58 20 44 94
Lorena Lane Bryant Street to Mission
Trail - - - 13 27 59
Lost Road Grape Street to City Limit - - - 3 6 13
McVicar Street Palomar Street to Catt
Road - - - 27 58 124
McVicar Street Grand Avenue to Palomar Street 10 21 45 18 40 85 Mission Trail City Limit to Lemon
Street 73 156 337 84 181 391
Mission Trail Lemon Street to Corydon
Road 75 162 350 80 172 371
Mission Trail Corydon Road to Bundy
Canyon Road 59 127 273 76 164 354
Mission Trail Bundy Canyon Road to
Palomar Street 40 86 186 56 121 260
Monte Vista Drive Bundy Canyon Road to
Wildomar Trail 18 39 84 26 55 120
Olive Street Mission Trail to Grape
Street - - - 6 14 29
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Table 7-4: Noise Contours from Centerline for Roadways
Roadway Segment1
Existing CNEL Buildout CNEL
70 dBA
65 dBA
60 dBA
70 dBA
65 dBA
60 dBA
Orange Street Bundy Canyon Road to
Walnut Street - - - 16 34 73
Orange Street Walnut Street to Palomar
Street - - - 16 34 72
Palomar Street Corydon Road to Mission
Trail 23 50 108 45 96 207
Palomar Street Mission Trail to Orange
Street/Gruwell Street 42 89 193 55 118 255
Palomar Street Orange Street/Gruwell
Street to Wildomar Trail 51 110 237 62 134 289
Palomar Street Wildomar Trail to McVicar Street 40 86 185 58 125 270 Palomar Street McVicar Street to Clinton
Keith Rd 44 95 205 68 147 317
Palomar Street Clinton Keith Rd to
Washington Ave 50 107 231 69 149 321
Prielipp Road Inland Valley Drive to City
Limit 19 42 90 22 48 104
Salida Del Sol La Estrella Street to Clinton Keith Road 6 13 27 19 42 90 Sauer Road/Oak
Circle Drive
Bundy Canyon Road to
Wildomar Trail - - - 14 29 63
Waite Street Mission Trail to Almond
Street - - - 10 23 49
Waite Street Almond Street to Bundy
Canyon Road - - - 20 42 91
Walnut Street Mission Trail to Wesley
Street - - - 8 17 38
Walnut Street Wesley Street to Orange
Street - - - 8 18 39
Walnut Street Orange Street to Wildomar Trail - - - 24 51 111 Washington AvenueInland Valley Drive to City
Limit - - - 27 58 126
Wesley Street Walnut Street to Palomar
Street - - - 8 18 39
Wesley Street Grand Avenue to Palomar Street - - - 4 9 19 964

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Table 7-4: Noise Contours from Centerline for Roadways
Roadway Segment1
Existing CNEL Buildout CNEL
70 dBA
65 dBA
60 dBA
70 dBA
65 dBA
60 dBA
Wildomar Trail Grand Avenue to Palomar Street 30 64 138 30 65 140 Wildomar Trail Palomar Street to I-15 SB
Ramps 39 85 182 58 124 268
Wildomar Trail I-15 SB Ramps to I-15 NB
Ramps 33 72 154 46 99 212
Wildomar Trail I-15 NB Ramps to Monte
Vista Drive 16 34 72 28 59 128
Wildomar Trail Bayless Road to Wildomar Trail 14 30 64 27 57 124 Wildomar Trail Wildomar Trail to La Estrella Street 17 36 77 27 59 128 Wildomar Trail La Estrella Street to Clinton Keith Road 30 64 138 33 71 153 Wildomar Trail Monte Vista Drive to Bayless Road 39 85 182 24 52 112 Yamas Drive Clinton Keith Road to
Preilipp Road - - - 9 20 43
Source: Chen Ryan Transportation 2023 in General Plan EIR Appendix 5.17-1.

Note: Distances are measured in feet from centerline.
1 Noise contours for I-15 used Caltrans 2021 data.

7.9 Stationary Noise
Primary stationary noise sources during operation in
commercial and industrial zones could include loading docks, large mechanical equipment, and fabrication. Ideally these uses and activities are located away from sensitive receptors. Other noise sources
that affect people include nightclubs, outdoor dining
areas, gas stations, car washes, drive throughs, fire
stations, air conditioning units, swimming pool
pumps, school playgrounds, athletic and music
events, and public parks.

While new noise should be minimized, placing new
noise-sensitive land uses in areas subject to noise
currently or in the future should also be discouraged.

Noise-generating uses are often those that provide
jobs, manufacture goods, and services. It is important to protect these types of land use because encroachment of people into existing noise environments often shortens the longevity of the noisegenerating land use.

For future noise-generating uses, a project that cannot contain its noise within the property boundaries will need physical and operational features to address its noise. Ideally, these measures would be integrated with the overall project design and not added as an afterthought.

7.10 Construction Noise
Construction occurs as the City continues development and growth. Although beneficial to the City, the process generates temporary construction noise.

Noise from construction depends on the size of the
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project and how long it takes to build it, which could
be several years. Methods to minimize the impacts
of construction noise, such as setting reasonable
construction times and ensuring that mufflers and
noise suppression features of equipment are working, can help limit noise intrusion into adjacent areas. Engagement with the community is crucial for explaining noise and addressing noise concerns.

Even though construction noise is considered temporary, it can still result in impacts to adjacent uses.

The City’s noise ordinance restricts certain activities to specific days and times, but construction noise
may still disturb existing residents.

7.11 Vibration
Sources of vibration include natural phenomena
(e.g., earthquakes, volcanic eruptions, sea waves,
landslides) and those introduced by human activity
(e.g., explosions, machinery, traffic, trains, construction equipment). Vibration sources may be continuous (e.g., operating factory machinery) or transient (e.g., construction).

Usually vibration is a minor annoyance, but with
fragile buildings or certain sensitive uses, vibration
can cause damage or disrupt operations. Vibration
amplitudes are commonly expressed in peak particle
velocity (PPV) or root-mean-square (RMS) vibration
velocity. PPV and RMS vibration velocity are normally described in inches per second (in/sec) or in millimeters per second. PPV is defined as peak rate
of speed at which soil particles move (e.g., inches
per second) due to ground vibration, which shows
the maximum instantaneous positive or negative
peak of a vibration signal. PPV is typically used
when monitoring transient and impact vibration and
correlates well to the stresses experienced by buildings.

However, PPV is not always suitable for evaluating
human response. It takes time for the human body to
respond to vibration signals. The human body responds to average vibration amplitude. As with airborne sound, the RMS velocity is often expressed in decibel notation as vibration decibels (VdB). The
typical background vibration velocity level in residential areas is approximately 50 VdB. Ground 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.

One of the impacts of construction is vibration that
people can feel. Vibration can be a short-term sensation, like when a heavy truck passes, but if several trucks were to pass by or machinery nearby creates a
constant vibration, the vibration can have negative
effects on people. What starts as a minor irritation,
over time turns into feelings of unease, disrupts
sleep, and becomes a constant annoyance that reduces the enjoyment people have in their homes. Vibration can also disrupt delicate procedures such as surgery and manufacturing.

Vibrations generated by construction activity can be
transient, random, or continuous. Transient construction vibrations are generated by blasting, impact pile driving, and wrecking balls. Continuous vibrations
result from vibratory pile drivers, large pumps, and
compressors. Random vibration can result from
jackhammers, pavement breakers, and heavy construction equipment. Table 7-5 describes the general human response to different ground vibrationvelocity levels. 966

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Table 7-5: Human Response to Different
Levels of Ground Noise and Vibration
VibrationVelocity Level Human Reaction
65 VdB Approximate threshold of perception.
75 VdB Approximate dividing line between barely perceptible and distinctly perceptible. Many people find that transportation-related
vibration at this level is unacceptable.
85 VdB Vibration acceptable only if there
are an infrequent number of
events per day.

Source: Federal Transit Administration (FTA). 2018,
September. Transit Noise and Vibration Impact
Assessment Manual. US Department of Transportation
Note: VdB = vibration decibels referenced to 1 micro inch per second and based on the RMS velocity amplitude.

7.12 Goals and Policies
GOAL N 1
A City with appropriate noise and vibration
levels that supports a range of places to promote the health, safety, and general welfare of the public and protects from adverse noise
impacts.

Policy N 1.1
Sound Design. Require the use of integrated designrelated noise reduction measures for interior and exterior areas prior to using noise barriers, buffers, or walls to reduce noise levels generated by or affected
by new development.

Policy N 1.2
Noise Compliance. Continue to require developments to comply with local, regional, and state building code regulations and standards, including
but not limited to the City's municipal code; Title 24
of the California Code of Regulations, including the
California Green Building Code; Occupational Safety and Health Administration, Federal Transit Administration, and Federal Highway Administration regulations; and subdivision and development codes.

Policy N 1.3
Noise Boundaries. Coordinate with the County of
Riverside and the cities of Lake Elsinore, Menifee,
and Murietta to minimize noise impacts from adjacent land uses along the City's boundaries, especially its rural edges.

Policy N 1.4
Noise Barriers. Discourage use of noise barriers and
walls constructed exclusively for noise-attenuation
purposes where possible. In instances where noise
barriers cannot be avoided, consider the use of site
planning and building material/design features in
conjunction with barriers to mitigate visual impacts
and reduce the size of barriers.

Policy N 1.5
Temporary Noise. Regulate temporary noise, such
as party noise, live events, playground noise, construction during the day and night (including concrete slab pouring), and barking dogs, through the City's municipal code.

Policy N 1.6
Construction Noise. Require development to minimize the exposure of neighboring properties to excessive noise levels from construction-related activity during all phases of construction.

Policy N 1.7
Vibration Assessment. Restrict the placement of
sensitive land uses in proximity to vibrationproducing land uses.

Policy N 1.8
Vibration Velocity Level. Require new development to generate operational and/or construction vibration levels no greater than 75 VdB at the property line of a sensitive receptor where feasible, as indicated in Table 7-4.
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GOAL N 2
Promote existing and future land compatibility with current and projected local and regional noise conditions.

Policy N 2.1
Land Use Compatibility. Require future developments to adhere to the land use compatibility standards in Table 7-3.

Policy N 2.2
Protect Noise-Sensitive Land Uses. Discourage
noise-sensitive uses in areas in excess of the listed
noise levels in Table 7-3.

Policy N 2.3
Guide Noise-Tolerant Use. Plan and promote noisetolerant land uses in noise-generating areas such as transportation corridors adjacent to I-15.

Policy N 2.4
Secure Noise-Producing Areas and NoiseSensitive Land Uses. Minimize nonresidential noise impacts on residential use and preserve areas of
noise-generating uses by limiting the incursion of
residential and noise-sensitive uses.

Policy N 2.5
Development Near Transportation Corridors. For
development in infill areas; near Riverside Transit
Agency Bus Lines (RTA bus); or along highways,
arterials, and collectors, allow an exemption from
exterior noise standards for secondary open space
areas (such as front yards, parking lots, stoops,
porches, or balconies) if noise standards can be met
for primary open space.

GOAL N 3
Promote reduction of noise from nontransportation-related sources on sensitive receptors.

Policy N 3.1
Noise Compliance. Ensure compliance with standards and procedures for mitigating constructionrelated activities that introduce excessive noise levels.

Policy N 3.2
Non-transportation Operation. Continue to require
future developments involving the use of stationary
equipment to comply with standards for regulating
noise levels for operation of the project and thresholds for any noise-sensitive receivers.

GOAL N 4
Curb traffic level noise increases near sensitive receivers and areas exceeding noise level standards by promoting safe and reasonable
truck traffic routes, alternative modes of
transportation, and adherence to regulations
for existing and future transportation noise
sources.

Policy N 4.1
Transportation Compliance. Require that future
transportation noise sources comply with the City’s
exterior noise levels.

Policy N 4.2
Truck Delivery Transport. Require that commercial or industrial truck delivery hours be limited when adjacent to noise-sensitive land uses unless
there is no feasible alternative or there are overriding transportation benefits.
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8. Housing
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8. Housing Element
Wildomar’s 6th Cycle Housing Element (2021-2029) was adopted on October 13, 2021. It will be incorporated into the final General Plan document.
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9. Safety
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9. Safety Element
Wildomar’s updated Safety Element was adopted on October 13, 2021. It will be incorporated into the final General Plan document.
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10. Implementation
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10. Implementation
This section serves as a working checklist of
implementation programs for city staff and local
decision makers to ensure that the General Plan vision
is realized. An implementation program is an action,
procedure, program, or technique that carries out goals and policies. Implementation measures are
comprehensive in nature, encompassing amendments
of existing and preparation of new plans, ordinances,
and development of design standards; administration
of city procedures and development review and
approval processes; and interagency coordination.

The following tables describe the relevant actions and
programs to implement the Plan’s goals and policies
and identifies the corresponding policies, responsible
city departments, and the time frame for application.

The latter are expressed in four general time periods:
short refers to immediately following to within two
years of the General Plan’s adoption, medium refers to
three to five years, long to five years and longer, and ongoing to those actions that continue or are
periodically implemented through the life of the
General Plan.

The described programs and actions are intended to
inform and guide the development of the city’s annual
budget. During that time, city staff will review and
prioritize the level of expenditure necessary to carry
out the prescribed action and program. Completion of
a recommended implementation program will depend
on a number of factors such as citizen priorities,
finances, and staff availability.

To enable Wildomar’s General Plan to serve its
purpose effectively, the list of programs and actions
need to be reviewed, maintained, and implemented in
a systematic and consistent manner. At a minimum,
the programs and timeframes described in this chapter
should be comprehensively reviewed and updated at
least once every five (5) years to reflect available
fiscal resources, community needs, and priorities.

Revisions to these shall not constitute an amendment
of the General Plan, provided that they are consistent
with the Vision Statement and carry out its goals and
policies. As such, future revisions to this
Implementation Plan will not necessitate
environmental review to conform to California
Environmental Quality Act (CEQA) requirements, as
each item described in this Plan will require
subsequent action and evaluation.

The table below provides guidance for reading and
understanding the components of the implementation
table.
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Table 10-1: How to Read Implementation Actions
Implementation Program describes, in general terms, the nature of the implementation action.

Specifics of the action item will be developed as part of the budget process.

Relevant Policies list the General Plan policies for each Element that are implemented by this action.

Responsible Party specifies the city department with the primary responsibility for implementing the action, and in some cases may include an external agency or organization that has a secondary role with leadership provided by the City.

Timing indicates whether the action is an effort that should happen on an ongoing basis, or as a short-, medium-, or long-range priority.

Implementation actions for the Housing and Safety Elements are included in the Housing and Safety Element documents, which were adopted by the City on October 13, 2021.

Implementation Programs Relevant
Policies Responsibility Timing
Land Use
LU-I1 Intergovernmental Coordination. Continue to
collaborate and work in partnership with external
governmental agencies responsible for providing
services and/or responsible for improvements and
programs that may impact or benefit Wildomar’s
residents among which are Riverside County, Lake
Elsinore Unified School District, Riverside Transit
Agency, utility providers and adjoining cities.

LU-1.1, 3.2,

12.2, 12.4,

12.6 All applicable City
Departments
Ongoing
LU-I2 Density Transfer and Clustering. Develop and
implement processes, procedures, and standards
enabling the transfer of density from open lands to
promote infill and clustering within and adjoining
existing urbanized areas. Identify candidate donor and
receiver sites.

LU-1.3, 3.1 Planning
Department
Short
LU-I3 Development Review and Entitlement. Review
proposed development projects and applications for
conformance with the General Plan Land Use and
Circulation Plans, goals and policies specified for
each Plan Element, and applicable regulatory codes
and requirements including the Zoning Ordinance.

Proposed projects shall be reviewed regarding
conformance with permitted uses, development
standards, and objective design guidelines and
LU-3.4, 4.1,

4.2, 4.3, 5.1,

5.2, 6.1, 7.1,

8.1, 8.2, 8.3,

9.1, 9.2, 9.3,

10.1, 10.2,

10.3, 10.4,

11.1, 11.2,

11.3, 11.4,
Planning, Building
and Safety, and
Public
Works/Engineering
Departments;
Riverside County
Fire Department
Ongoing
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Policies Responsibility Timing
standards. Development applicants will be required to
submit pertinent studies and analyses to enable
review for compliance.

12.5, 13.1,

13.2 LU-I4 Service Adequacy Review. Review
development projects for their impacts on, and the
adequacy of, utility and municipal infrastructure to
provide service. Require the assessment of fees
and/or construction of improvements to mitigate
deficiencies. Require development applicants to
submit technical studies and analyses as necessary to
enable review.

LU-2.1 Planning and
Public
Works/Engineering
Departments; and
EVMWD
Ongoing
LU-I5 Development Fees. Periodically, review and
update development impact fees to assure that costs
for services and improvements are adequately funded
consistent with City Council policy, consistent with
requirements for the nexus of fees with development
impacts.

LU-2.1, 12.3 Planning, Building
& Safety, Public
Works and Finance
Departments
Ongoing
LU-I6 Old Town Vision. Work with community
members and property owners to update and
implement the Wildomar Old Town Vision.

LU-3.3 Planning and
Economic
Development
Departments
Long
LU-I7 Wildomar Trail/I-15 Visioning. Undertake a
coordinated advanced planning process to identify
economic and community development objectives for
the Wildomar Trail/I-15 opportunity zone.

LU-3.5 Planning,
Economic
Development and
Public
Works/Engineering
Departments; City
Manager’s Office
Medium
LU-I8 Clinton Keith Corridor Planning. Undertake a
coordinated advanced planning process to identify
economic and community development objectives for
the Clinton Keith Corridor, including the means and
methods to discourage undesirable land uses and
encourage land uses desired by the community.

LU-3.6, 4.4 Planning,
Economic
Development and
Public
Works/Engineering
Departments; City
Manager’s Office
Short
LU-I9 Mission Trail Corridor Planning. Undertake a
coordinated advanced planning process to identify
economic and community development objectives for
redevelopment of the Mission Trail Corridor.

LU-3.7 Planning,
Economic
Development and
Public
Works/Engineering
Long
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Departments; City
Manager’s Office
LU-I10 Development Code Update. Update the City’s
current Zoning Ordinance for consistency with the
General Plan’s provisions for the types, distribution,
and density/intensity of permitted uses and objectives
for their physical form, scale, and character of
development through consideration of the following
concepts:
a) Require that an appropriate landscape plan be
submitted and implemented for development
projects subject to discretionary review.
b) Require that new development utilize drought
tolerant landscaping and incorporate adequate
drought-conscious irrigation systems.
c) Pursue energy efficiency through street
configuration, building orientation, and
landscaping to capitalize on shading and facilitate
solar energy, as provided for in Title 24 of the
California Administrative Code.
d) Incorporate water conservation techniques, such
as use of porous pavement and drought tolerant
landscaping.
e) Encourage innovative and creative design
concepts.
f) Encourage the provision of public art.
g) Include consistent and well-designed signage that
is integrated with the building’s architectural
character.
h) Provide safe and convenient vehicular access and
reciprocal access between adjacent commercial
uses.
i) Locate site entries and storage bays to minimize
conflicts with adjacent residential neighborhoods.
j) Mitigate noise, odor, lighting, and other impacts on surrounding properties.
k) Provide and maintain landscaping in open spaces
and parking lots.
l) Include extensive landscaping, including robust
initial plantings.

LU-5.1, 5.2,

5.4, 6.1, 6.2,

7.1, 8.1, 9.1,

9.2, 9.3, 9.4,

10.4, 11.1,

11.3, 11.4,

12.5, 13.2
Community
Development
Department
Short
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m) Preserve natural features, such as unique natural
terrain, drainage ways, and native vegetation,
wherever possible, particularly where they provide
continuity with more extensive regional systems.
n) Ensure transitions in building height and bulk that
are sensitive to the physical and visual character of
adjoining uses.
o) Use open space, greenways, recreational lands,
and watercourses as buffers and transitions
between use types.

LU-I11 Industrial Design Standards. Prepare design
standards and guidelines for industrial use types that
ensure compatibility with adjacent uses and
incorporate design features, such as screen walls,
landscaping and setbacks, and include height and
lighting restrictions, so as to minimize adverse
impacts on adjacent uses and enhance the visual
characteristics of the area.

LU-5.3 Planning and
Economic
Development
Departments
Short
LU-I12 Mixed Use Design Standards. Prepare design
standards and guidelines for mixed use developments
that address the following objectives:
a) Locate along major roadways, trails and transit
lines to enhance accessibility.
b) Orient entrances to primary external or internal
streets and provide parking in the rear and in
shared parking facilities.
c) Allow shared parking and reduced parking
standards.
d) Mitigate potential conflicts between uses,
considering such issues as noise, lighting, security,
trash, and truck, and automobile access.
e) Provide wide sidewalks, plazas, and courtyards
along building frontages for outdoor dining and
gathering.
f) Integrate pedestrian walkways connecting parking
areas with buildings and public spaces that are
well defined by paving materials, landscaping,
lighting, and way-finding signage.
g) Include landscaping that is sustainable and
contributes to the aesthetic and economic value of
LU-10.1 Planning and
Economic
Development
Departments
Medium
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the center and provides a tree canopy reducing the
heat island effect and greenhouse gas emissions.

LU-I13 Code Enforcement. Continue to maintain an
active program to enforce the Municipal Code and
other nuisance abatement programs that aim to keep
the city’s neighborhoods attractive, safe, and free from public nuisances.

LU-6.3 Code Enforcement
and Building and
Safety
Departments
Ongoing
LU-I14 Property Improvement Loans and Grants.

Pursue and administer funding for loans and grants for
the maintenance and enhancement of private
commercial, industrial, and residential properties and
buildings.

LU-6.3 City Manager’s
Office, Economic
Development and
Community
Services
Departments
Medium
LU-I15 Capital Improvement Program. Review,
update and expand the city's Capital Improvement
Program in order to schedule and identify funding
sources to implement projects providing services for
existing and future residents and businesses including
maintenance of existing projects and acquisition,
construction, rehabilitation and replacement of public
buildings, facilities and infrastructure.

LU-3.2,

12.1, 12.2,

12.6 Public Works
Department
Ongoing
Circulation
CI-I1 Roadway Design Standards and Streets
Design Manual. Develop updated Roadway Design
Standards and a Streets Design Manual that
incorporate and provide detailed guidelines and
specifications for the integration of Complete Streets
principles into typical roadway cross-sections and
designs. This manual will serve as a comprehensive
resource for engineers, designers, and other
stakeholders involved in the construction of roadway
infrastructure in the City and will ensure the
consistent application of Complete Streets principles.

CI-1.2 Public Works and
Engineering
Department
Short
CI-I2 Traffic Calming Guidelines. Update the City’s
Neighborhood Traffic Calming Guidelines/Manual to
guide the strategic implementation of traffic calming
tools on local residential and/or collector roadways
consistent with the Complete Streets framework and
policy objectives. This manual will enhance the
standardized approach to improve safety and create
more pedestrian-friendly environments.

CI-1.5 Public Works and
Engineering
Department
Medium
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CI-I3 Transportation Impact Analysis (TIA)
Guidelines. Develop and adopt guidelines for
assessing the traffic and circulation impacts of
proposed projects.

CI-5.4 Public Works and
Engineering
Department
Medium
CI-I4 Utilize Transportation System Management.

Develop an Intelligent Traffic Systems (ITS) Master Plan that outlines the vision, goals, and strategies for
deploying and integrating intelligent transportation
systems within the City. The plan will serve as a
roadmap for leveraging technology to improve
transportation operations and services.

CI-5.13 Public Works and
Engineering
Department
Medium
CI-I5 Trail Design. Develop Trail Design Standards
and/or a Trail Design Manual to guide the creation of
trails that cater to a wide range of users, promote
connectivity, respect environmental considerations,
and ensure a consistent and high-quality trail network
throughout the community.

CI-7.5 Public Works and
Engineering
Department
Short
Economic Development
ED-I1 Economic Development Strategic Action
Plan. Adopt, periodically update, and implement an
economic development strategic action plan with
objectives for the time frame of the plan (generally 3 to 5 years) and with strategies and action plans, which
may complement or supplant these implementation
measures.

ED-1.1, 1.2,

1.3, 1.4, 1.5,

2.1, 2.2, 2.3,

2.4, 2.5
Economic
Development and
Planning
Departments
Short and
Ongoing
ED-I2 Economic Development Training. Ensure that
key staff have the opportunity for economic
development training through the California
Association for Local Economic Development or
similar organizations; provide in-house economic
development training for other city staff and for
elected and appointed officials.

ED-2.3 Economic
Development
Department
Ongoing
ED-I3 Business Visitation. Establish and undertake a
program to regularly meet with existing businesses to
maintain an understanding of local market conditions,
the potential for existing businesses to expand or
contract, and to identify opportunities to connect local businesses with regional economic development
service providers.

ED-1.1, 2.2,

2.4,
Economic
Development
Department
Ongoing
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ED-I4 Entrepreneurship Training. Collaborate with
the Inland Empire Small Business Development
Center, the Inland Empire Center for
Entrepreneurship, the Inland Empire Women’s
Business Center, and the Murrieta/Wildomar Chamber
of Commerce to offer periodic local informational
workshops for residents who might be interested in
starting a new business and to improve access of
residents to business training classes and services on
an ongoing basis.

ED-1.2, 1.5,

2.3 Economic
Development
Department
Ongoing
ED-I5 Marketing and Communications Strategy. In
conjunction with the economic development strategic
action plan, develop, periodically update, and
implement a marketing and communications strategy
to promote Wildomar as a lucrative location to operate
a business; include attendance/sponsorships at
industry conferences for target economic sectors and
business types and a buy-local program.

ED-1.3, 2.2,

2.5 Economic
Development
Department
Ongoing
ED-I6 Development Review. Review proposed
development applications to ensure projects conform
to the vision and policies for economic activity centers described in the General Plan.

ED-3.1, 3.2,

3.3, 3.4
Planning,
Economic
Development,
Public
Works/Engineering
and Economic
Development
Departments;
RCFD
Ongoing
ED-I7 Funding and Financing Districts Policy.

Prepare a policy guide that explains when and how the
city supports the establishment of business
improvement districts, landscape and lighting
maintenance districts, enhanced infrastructure
financing districts, and similar programs to support
enhanced public realm improvements, public
facilities, and expanded services in focus areas.

ED-4.2 City Manager,
Public
Works/Engineering
and Administrative
Services
Departments
Short
ED-I8 Fiscal Analysis Policy. Prepare a policy guide
that explains when and how the city requires a fiscal
impact analysis for general plan amendments and
changes in zoning
ED-4.3 City Manager and
Administrative
Services
Department
Short
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Policies Responsibility Timing
Open Space and Conservation
OS-I1 Western Riverside County Multiple Species
Habitat Conservation Plan (MSHCP). Develop
educational resources to educate and equip city staff
with the skills and knowledge to continue enforcing
provisions of the MSHCP.

OS-1.1, 1.3 Community
Development
Department
Short
OS-I2 Development Review. Review proposed
development applications to ensure that projects:
 Protect habitats for critical and endangered
species, conserve superior examples of native
trees/vegetation and forest land, maintain wildlife
corridors, preserve productive agricultural lands,
and are compatible with their surrounding natural
environment.
 Conform with all applicable standards for criteria
air pollutants, including requiring relevant studies
and analyses to demonstrate compliance.
- Do not degrade surface water or groundwater
quality.
- Preserve open spaces so that they continue to
form landscape links, reduce vegetation in
open spaces as a fuel management best
practice, and provide easements to access
open spaces where possible.

Protect and preserve paleontological and
archaeological resources from destruction
OS-1.2, 1.5,

1.6, 1.7, 2.1,

2.3, 3.2, 4.3,

5.1 Planning,
Economic
Development,
Public
Works/Engineering
and Economic
Development
Departments;
RCFD
Ongoing
OS-I3 Habitat Restoration and Rewilding
Opportunities. Prepare a study to evaluate
opportunities to restore habitats for sensitive species and areas that could be returned to their natural state.

OS-1.4 Community
Development
Department
Long
OS-I4 Wildlife Displacement. Coordinate with
partners like Animal Friends of the Valleys to provide
educational resources to residents in proximity to
large scale development projects that may disturb
animal habitats, prior to significant construction
activity.

OS-1.5 Planning and
Building and Safety
Departments
Ongoing
OS-I5 Wildlife Corridor Management Plan. Prepare a
Wildlife Corridor Management Plan, including
identification of existing corridors and methods to
protect them.

OS-1.5 Community
Development
Department, Public
Works
Long
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Department,
Western Riverside
County Regional
Conservation
Authority
OS-I6 Tree Preservation Ordinance. Draft and adopt
a tree preservation ordinance that provides
protections for mature and historic examples of native
trees.

OS-1.6 Community
Development
Department, Public
Works Department
Medium
OS-I7 Ridgelines. Develop a map of the city’s
ridgelines that need to be protected from development
and identify any recommended updates to
Development Code standards to protect ridgelines.

Require new development projects to conduct studies
to evaluate for conformance to the standards. Review
development projects to ensure new projects use
contour grading to conform to the natural
configuration of hilly topography.

OS-1.8, 1.9 Community
Development
Department
Medium
OS-I8 Collaboration with Air Quality Management
Agencies. On an ongoing basis, attend meetings with
air quality management agencies such as South Coast
AQMD, SCAG, and CARB to coordinate programs to
reduce or minimize air pollutants.

OS-2.1 Community
Development
Department
Ongoing
OS-I9 Construction Site Evaluation. Conduct field
visits of construction sites to check for compliance
with measures and strategies to reduce fugitive dust
during construction.

OS-2.2 Public
Works/Engineering
Departments
Ongoing
OS-I10 Zero-emission Landscaping and
Construction Equipment. Collaborate with local
construction and landscape service providers to
develop a strategy, timeline, and incentives for the
phasing out of gasoline- or diesel-powered equipment
that considers the availability and costs of zeroemission equipment, community health benefits, and potential regulatory and enforcement mechanisms.

OS-2.4 Public
Works/Engineering
Departments
Short
OS-I11 Zero-emission Equipment Incentives. Work
with the South Coast AQMD to provide education
about available grants and loans to support the
transition to zero-emission equipment.

OS-2.4 Public
Works/Engineering
Departments
Short
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Implementation Programs Relevant
Policies Responsibility Timing
OS-I12 Collaboration with Elsinore Valley Municipal
Water District (EVMWD). On an ongoing basis, attend
meetings with EVMWD to coordinate programs to
conserve and protect water quality and supply.

OS-3.1 Public
Works/Engineering
and Planning
Departments
Ongoing
OS-I13 Water-Efficient Municipal Codes.

Explore potential amendments to the Wildomar
Municipal Code to enable and promote water
conservation strategies such as stormwater capture
systems, graywater systems, recycled water systems,
and drought-tolerant landscape planting in existing
and new developments.

OS-3.3, 3.4,

3.5 Community
Development
Department
Short
OS-I14 Adaptive Reuse Education Program. Develop
educational materials to inform landowners with
buildings or structures of historical significance of the processes and funding opportunities available to
preserve, maintain, and enhance the structures.

OS-4.1 Community
Development
Department
Short
OS-I15 Tribal Consultation Procedures. Educate new
planning staff about the tribal consultation procedures as a part of the onboarding process.

OS-4.2 Community
Development
Department
Ongoing
OS-I16 Murrieta Creek. Create a multi-agency task
force with the cities of Lake Elsinore, Temecula, and
Murrieta to advance the planning and design process
for the Murrieta Creek Regional Trail plan and protect
the creek as a critical riparian area.

OS-5.2 Community
Development and
Public
Works/Engineering
Departments
Medium
OS-I17 Energy Efficiency Partnerships. Collaborate
with SCE and the Southern California Regional Energy
Network (SoCalREN) to promote, conduct, and
provide incentives for energy efficiency audits and
retrofits.

OS-6.1 Community
Development and
Public
Works/Engineering
Departments
Medium
OS-I18 Electrification Partnerships. Collaborate with
SCE and SoCalREN to promote, conduct, and provide
incentives to electrify existing buildings.

OS-6.2 Community
Development
Department
Medium
OS-I19 Energy Contractors. Work with the local
builder and developer community to ensure that
builders and developers understand new
electrification opportunities and to promote efficiency in the electrification process.

OS-6.2 Community
Development
Department
Medium
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OS-I20 Renewable Energy Partnerships. Collaborate
with SCE and local solar energy installers to promote,
conduct, and provide incentives and opportunities to
expand renewable energy generation and storage.

OS-6.4, 6.5 Community
Development
Department
Medium
OS-I21 Tree Inventory. Conduct an inventory of
Wildomar’s existing tree cover, identifying areas that
are currently underserved and trees that should be
replaced.

OS-6.7 Public
Works/Engineering
and Planning
Departments
Short
OS-I22 Urban Heat Assessment. Identify areas of
Wildomar that are particularly susceptible to the
effects of extreme heat, which may be priority areas
for the installation of trees, cool or green roofs, and other cooling elements.

OS-6.7, 6.8,

6.9 Community
Development and
Public Works
Departments
Short
OS-I23 Cool Design. Provide development incentives
for new development that integrates passive solar and
wind design, cool roofs, and other cooling building
features. Consider financial assistance for major
renovations that install these features in existing
buildings.

OS-6.8, 6.9 Community
Development and
Economic
Development
Departments
Medium
OS-I24 Waste Education and Outreach. Support
efforts led by the City’s waste hauler and other
community partners to provide education and
outreach regarding waste sorting and local recycling
requirements, and pursue the establishment of
convenient public drop-off locations for electronic
waste.

OS-7.1, 7.2 Public Works
Department
Ongoing
OS-I25 Design for Waste Collection. Modify the
residential and commercial design standards to
ensure that all new developments and renovations
provide adequate space for required garbage,
recycling, and organic waste bins.

OS-7.1 Community
Development
Department
Short
OS-I26 Climate Action Plan. Prepare a Climate
Action Plan or equivalent approach that builds on and
makes use of regional and subregional tools such as
the WRCOG Subregional Climate Action Plan Toolkit
and related SCAG initiatives.

OS-8.1, 8.2 Community
Development and
Public
Works/Engineering
Departments
Medium
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Recreation and Community Services
RC-I1 Parks Master Plan. Update the City’s Parks
Master Plan to include the following:
 New standards for park design for topics such as
sustainable design, water features, shade
structures, and safety through design.
 Recreational programs and community services
 Reference the policies in the General Plan.

Conduct a thorough evaluation of the plan to ensure
that implementation measures meet the goals of the
General Plan, and update if necessary.

Periodically review and update the plan to enable
attainment of the standard of 3 acres per 1,000
residents.

RC-1.1, 1.2,

1.3, 1.4, 2.1,

2.2, 2.3, 4.1,

4.2, 4.4
Community
Development,
Community
Services and
Public
Works/Engineering
Departments
Medium
RC-I2 Development Impact Fees. Periodically, review
and update development fees to assure that costs for
parkland development and maintenance are
sufficient.

RC-1.5 Public
Works/Engineering,
Planning and
Administrative
Services
Departments
Ongoing
RC-I3 Parkland Acquisition, Development, and
Maintenance. Implement and expand existing
programs for financing, development, and/or
maintenance of new parklands including collaborating
with municipal agencies for joint-uses, encouraging
gift and land dedications, and working with new
developments to be annexed into the Community
Facilities District.

RC-1.6, 1.7,

1.8 City Manager’s
Office,
Administrative
Services
Department,
Economic
Development
Department,
Community
Development
Department, Public
Works Department
Ongoing
RC-I4 Trails Master Plan. Develop a Trails Master Plan
that contains a Master Trails map, standards for trail
design, wayfinding and signage, and equestrian trails.

The Master Trails map should contain a network of
trails that connect to current and planned bike
infrastructure within the City, as identified in the Active RC-3.1, 3.2,

3.3, 3.4, 3.5
Community
Development
Department,
Community
Services
Department, Public
Medium
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Implementation Programs Relevant
Policies Responsibility Timing
Transportation Plan, as well as to adjoining
communities.

Works
Department.

RC-I5 Trails Development and Funding. Implement
the Trails Master Plan through the capital budgeting
procedures and seek funding from federal, state, and
regional funding opportunities.

RC-3.1, 3.2 City Manager’s
Office,
Administrative
Services
Department,
Community
Development
Department, Public
Works Department
Ongoing
RC-I6 Fire Protection and Emergency Medical
Service Review. Work with Riverside County Fire
Department (RCFD) and the California Department of
Forestry and Fire Protection (CAL FIRE), which make
up the Wildomar Fire Department (WFD), to
periodically study service area coverage and
population density to identify and address service
gaps.

RC-4.7 Community
Development,
Community
Services and
Public
Works/Engineering
Departments
Ongoing
Noise
N-I1 Noise Ordinance Update. Update the noise
ordinance to:
 Require that residential projects demonstrate they
can meet both interior and exterior noise
standards prior to issuance of a building permit.
 Require acoustical analysis for noise-sensitive
land uses proposed in areas exposed to existing or
projected exterior noise levels exceeding the levels
specified in Table N-1 and N-2 to determine
mitigation for inclusion in the project design.

Single-family dwellings on existing lots are
excluded from this review.

N-1.2, 2.1 Community
Development
Department
Short
992

11. Appendix
993
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Appendix A: POLICIES ADDRESSING ENVIRONMENTAL JUSTICE TOPICS Wildomar does not include any disadvantaged community census tracts as identified by CalEPA via CalEnviroScreen 4.0, nor any Disadvantaged Unincorporated Communities (DUCs) inside or near its boundaries, and thus, is not required to produce a separate Environmental Justice Element or DUC analysis per Senate Bill 1000.

However, Gov. Code § 65302(h)(1) requires that environmental justice goals, policies, and objectives integrated in other elements shall address the following:
a. Identify objectives and policies to reduce the unique or compounded health risks in disadvantaged communities by means that include, but are not limited to, the reduction of pollution exposure, including the improvement of air quality, and the promotion of public facilities, food access, safe and sanitary homes, and physical activity.
b. Identify objectives and policies to promote civic engagement in the public decision-making process. c. Identify objectives and policies that prioritize improvements and programs that address the needs of disadvantaged communities.

The table below identifies policies in each element of Wildomar’s 2040 General Plan addressing the Environmental Justice topics identified in the Government Code referenced above. (Note: there are additional policies that address environmental justice in the previously adopted 2021-2029 Housing Element.) Statutory
Citation Topic Relevant Policies
Gov. Code §
65302(h)(1)(A)
Identify objectives and
policies to reduce exposure to pollution including improving air quality in disadvantaged communities
Open Space and Conservation Element
Policy OS-2.1: Air Quality Coordination.

Policy OS-2.2: New Construction.

Policy OS-2.3: Compatible Development Siting.

Policy OS-2.4: Landscaping and Construction Equipment.

Policy OS-2.5: Vehicle Charging Infrastructure.

Policy OS-2.6: City Vehicles.

Gov. Code §
65302 (h)(1)(A)
Identify objectives and
policies to promote public facilities in disadvantaged communities Land Use Element
Policy LU-12.1: Services Supporting Residents.

Policy LU-12.6: Equitable Access.

Circulation Element
Policy CI-2.2, 3.2: Close Connectivity Gaps.
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Statutory
Citation Topic Relevant Policies
Policy CI-2.3, 3.3: Local Roadway Safety Plan.

Recreation and Community Services Element
Policy RC-1.1: Parks Master Plan.

Policy RC-1.2: Service Level Goal.

Policy RC-1.4: Park Equity.

Policy RC-4.1: Diversity of Community Services.

Policy RC-4.2: Inclusive Recreation.

Policy RC-4.4: Library Resources.

Policy RC-4.7: Police, Fire and Emergency Medical Services.

Gov. Code §
65302(h)(1)(A)
Identify objectives and
policies to promote food
access in disadvantaged
communities
Recreation and Community Services Element
Policy RC-4.5: Healthy Food Options.

Gov. Code §
65302(h)(1)(A)
Identify objectives and
policies to promote safe
and sanitary homes in
disadvantaged communities
Land Use Element
Policy LU-6.2: Design for Safety.

Policy LU-8.1: Variety of Housing Types.

Policy LU-11.1: Protect from Incompatible Uses.

Policy LU-11.2: Concentrate Near Transportation and
Utilities.

Policy LU-11.3: Integration of Complimentary Uses.

Gov. Code §
65302(h)(1)(A)
Identify objectives and
policies to promote
physical activity in disadvantaged communities
Circulation Element
Policy CI-2.2, 3.2: Close Connectivity Gaps.

Policy CI-2.9: Walking to School.

Policy CI-3.4: Include Bicycle Facilities in Projects.

Policy CI-3.8: Biking to Schools.

Policy CI-3.9: Bicycle Parking.

Recreation and Community Services Element
Policy RC-1.4: Park Equity.

Policy RC-2.3: Design For Inclusiveness.

Policy RC-4.2: Inclusive Recreation.
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Appendix: Policies Addressing Environmental Justice Topics Public Review Draft
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Statutory
Citation Topic Relevant Policies
Gov. Code §
65302(h)(1)(A)
Identify objectives and
policies to reduce any
unique or compounded
health risks in disadvantaged communities not
otherwise addressed
above
Land Use Element
Policy LU-11.4: Distribution Centers and Warehouses.

Gov. Code §
65302(h)(1)(B)
Identify objectives and
policies to promote civic
engagement in the public decision-making
process in disadvantaged communities
Land Use Element
Policy LU-3.1: Cottonwood Canyon.

Policy LU-3.2: Sedco.

Policy LU-3.3: Old Town.

Policy LU-3.4: Hidden Springs/Wyman Road Specific
Plan Area.

Policy LU-3.5: Wildomar Trail/I-15 Project Area.

Policy LU-3.6: Clinton Keith Corridor.

Policy LU-3.7: Mission Trial Corridor.

Gov. Code §
65302(h)(1)(C)
Identify objectives and
policies that prioritize
improvements and programs that address the
needs of disadvantaged
communities
Circulation Element
Policy CI-1.1: Complete Streets.

Policy CI-1.3: Local Context.

Policy CI-1.5: Traffic Calming.

Policy CI-2.2, 3.2: Close Connectivity Gaps.

Policy CI-2.3, 3.3: Local Roadway Safety Plan.

Policy CI-4.2: Station Amenities.

Economic Development Element
Policy ED-1.4: Workforce Housing
Policy ED-1.5: Employment Opportunities for Residents
Policy ED-1.6: Local Preferences
Policy ED-4.2: Funding and Financing Districts.

Recreation and Community Services Element
Policy RC-1.5: Developer Fee Contribution.
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3900 5th Avenue, Suite 310  San Diego, CA 92103  619-795-6086 www.CRAmobility.com
TO: Jason Farag, PE; Director of Public Works, City of Wildomar FROM: Jonathan Sanchez, PE, TE, PTOE; CR Associates
DATE: December 13, 2023
RE: Wildomar GPU – Goods Movement Memorandum

BACKGROUND
The goods movement sector plays a critical role in the local economy with 1 out of 7 jobs in Southern California involved in international trade. The Southern California Association of Governments (SCAG) region which encompasses the counties of: Los Angeles, Orange, Riverside, San Bernardino, and Ventura, is highly competitive in goods movement with its extensive network of seaports, airports, roadways, railways and intermodal transfer facilities. One of the most prevalent ways to transport goods is in the form of freight trucks, which typically navigate the transportation network of cities and counties via goods movements routes.

Goods movement routes hold significant importance due to several key factors:

Economic Vitality: Truck routes ensure the smooth flow of goods and services, which is crucial for maintaining a thriving local economy. These routes facilitate the movement of products to and from businesses, industries, and distribution centers, supporting commerce, trade, and job creation.

Transportation Efficiency: Designated truck routes are strategically planned to accommodate the larger size and weight of commercial vehicles. By guiding trucks along specific routes, traffic congestion can be minimized, preventing bottlenecks and delays. This leads to more efficient and reliable transportation of goods, reducing the time and costs associated with shipping and delivery.

Infrastructure Preservation: Heavy trucks can exert significant wear and tear on roads and infrastructure. By directing trucks to designated routes, cities can better manage and maintain their roadways. This helps prevent premature deterioration of streets and reduces the need for frequent repairs, ultimately saving taxpayer money.

Safety: Truck routes are designed with safety considerations in mind. These routes often avoid densely populated residential areas and prioritize roads with wider lanes and suitable turning radii for larger vehicles. This reduces the risk of collisions, ensures safer road conditions for both truck drivers and other motorists, and minimizes the impact on local communities.

Environmental Impact: Properly planned truck routes can help mitigate the environmental effects of heavy vehicle traffic. By guiding trucks away from sensitive areas and residential neighborhoods, air quality can be preserved, noise pollution can be minimized, and the overall environmental impact of goods movement can be reduced.
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Goods Movement Memorandum
Quality of Life: Effective truck route planning enhances the quality of life for residents by minimizing the negative impacts of commercial traffic. Reducing congestion, noise, and pollution improves the overall living conditions in cities, making it a more desirable place to live and work.

Emergency Response: Clearly designated truck routes assist emergency responders by providing them with reliable pathways during crises. Unobstructed truck routes enable quicker responses to accidents, natural disasters, and other emergencies, ensuring the safety and well-being of residents.

In summary, truck routes play a pivotal role in maintaining economic vitality, ensuring efficient transportation, preserving infrastructure, enhancing safety, minimizing environmental impact, improving quality of life, and supporting emergency response efforts. Proper planning and management of these routes contribute to the cities’ overall functionality and well-being.

PURPOSE
Currently, the City of Wildomar does not have designated goods movement routes. Therefore, the purpose of this technical memorandum is to present a review of goods movement patterns for the City of Wildomar, to inform the technical analysis and planning process to identify and recommend goods movement routes.

LITERATURE REVIEW
The Literature Review discusses the following sources:
 City of Wildomar, California Municipal Code
 City of Wildomar, California Pavement Management Plan  City of Wildomar, California Pavement Management Report (2019)  City of Wildomar, California Pavement Management Program Update (2021)  California Vehicle Code (current)
 California Manual of Uniform Traffic Control Devices 2014 (revised March 30, 2021)  Design and Access Management Guidelines for Truck Routes: Planning and Design (2020) City of Wildomar, California Municipal Code (as of 4/12/2023) – This document contains two sections relevant to trucking activities on City roads: Regulations of Oversize and Overweight Vehicles (Title 10), and regulations of noise in the City (Title 9). Oversize and Overweight Vehicles are a subset of the trucking population that would utilize truck routes. 10.08.010 establishes that oversize and overweight vehicles require permits to move a load “along or across any City road.”

10.08.080 establishes that the Road Commissioner shall prepare regulations for the purpose of protecting the public, road surfaces, and overhead utilities “within a City road or adjacent thereto,” as well as protecting private and public property, that repairs be made by the permittee for any damages, and that fees be collected. 10.08.110 requires permittee to protect road facilities to the satisfaction of their owners and at permittee’s expense.

Public Peace and Welfare Chapter 9.48 Noise Regulation establishes maximum decibel levels for the times 7:00am – 10:00pm (daytime), and 10:00pm – 7:00am (overnight). The City’s noise ordinance focuses on sounds coming from properties. Maximum daytime decibels depend on the General Plan foundation component (community developments of various densities, as well as rural settings), and range from 55 to 75 decibels. The community developments with the highest permitted decibel 1000
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levels are light and heavy industrial areas, while the lowest maximums are for residential areas.

Typically, overnight decibels levels are between 10 and 20 decibels less than daytime levels.

However, “Sound emanating from. . . motor vehicles” is exempt from the City’s noise ordinance (with the exceptions of off-highway vehicles and motor vehicle sound systems).

City of Wildomar, California Pavement Management Plan – This document establishes processes for the maintenance of the City’s transportation system. It is a multi-year work plan that contains methods for guiding the determination of maintenance priorities, and in relation to funding availabilities.

City of Wildomar, California Pavement Management Report (2019) – This document presents a “Pavement Condition Index” (PCI), which supplies the framework for evaluating the condition of road surfaces in the City (and is used throughout the state of California). A new road surface would score 100 on the PCI, while a failed road surface would score 15 or less. The City of Wildomar’s average PCI is 68, which is slightly higher than the State’s average of 65. The City and all of Riverside County share an average PCI score of 68. This scoring suggests an overall need for “preventative maintenance” that pavement surfaces are “in need of surface sealing or thin overlay.” This document also assesses the condition of particular streets throughout the City of Wildomar and presents that data graphically in the form of useful maps. The document also presents five-year budget scenario plans that identify the prioritization of street treatments.

City of Wildomar, California Pavement Management Program Update (2021) – This document presents an update to the 2019 Pavement Management Report and supplies new pavement condition assessments (as of November 2021), as well as five-year budget scenarios plans identifying the prioritization of street treatments.

California Vehicle Code (website accessed 4/15/2023 and 4/17/2023) – The California Vehicle Code (CVC) provides the following 3-Step Guide for determining routes a truck may legally use are:

Step 1: Determining the truck category -- “Green” Surface Transportation Assistance Act (STAA) trucks, and “Black” California Legal trucks. There are two categories of truck tractor-semitrailers in California: (1) “Green” trucks, which are Interstate “STAA” (Surface Transportation Assistance Act) trucks; and (2) “Black” California Legal trucks. Maximum lengths of the trucks and their trailers are specified.

Step 2: Determine the state routes one can use. The Guide states the “California Truck Network Map” for State highways is the official government source for truck route information.

Step 3: Determine the local roads one can use based on destination, local terminal access and truck route maps, local truck routes, local terminal access routes, local contacts, and signs. About Local Truck Routes, the CVC states “Most cities and counties allow only the "black" California Legal trucks, and only on certain "truck routes" which are posted with "truck route" signs.” The CVC also presents California Truck Network Map and a District 8 Map. The CVC also specifies Special Route Restrictions. Two route restrictions are within District 8; both are in Upland, California. 1001
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Finally, the CVC discusses the legal basis for truck restrictions. The CVC notes that “most truck ban requests arise from noise complaints.” However, given the fact that “overland trucking is a primary means for moving goods in the United States” and that “commerce and trade have state and federal legal protection,” truck bans require “substantial supporting evidence such as accident data and a reasonable alternate route.” The same conclusion is presented in the CVC’s discussion of “Peakhour Truck Restrictions.” California Manual of Uniform Traffic Control Devices 2014 (revised March 10, 2023) – This document (hereafter CAMUTCD) contains seven sections (six specifying signage, one specifying a plaque) related to trucks. They are:
 Section 2b.61 Truck Route Signs (and related)
 Section 2c.49 Truck Crossing Warning Sign
 Section 2d.16 Alternative Route Signs including Truck Routes o Section 2d.16 Auxiliary Signs for Alternative Routes (M4 Series) o Section 2d.20 Truck Auxiliary Sign
 Section 2I.03 General Service Signs for Freeways and Expressways  Section 6f.36 Motorized Traffic Signs
 Section 2B.13 Speed Limit Sign (R2-1)
 Section 2B.14 Truck Speed Limit Plaque (R2-2P)
Of these CAMUTCD regulations, the first, Truck Route Signs (and related), warrants specific mention.

It states that Caltrans is not unilaterally authorized to prohibit truck travel on State highways, that local ordinances cannot apply to State highways, and that any local ordinance restricting or banning trucks must supply an unrestricted alternate route.

Design and Access Management Guidelines for Truck Routes: Planning and Design (2020) (National Cooperative Highway Research Program) – This guide (hereafter “Guide”) presents “a broad ranges of issues related to access management and design for truck routes and site layout” (Foreword). The Guide’s intended readers are planners and engineers in transportation agencies and consulting firms.

The Guide addresses truck route access and design through four chapters (plus an introduction).

These chapters cover: Truck Operational Challenges and Needs, Truck Routes, Geometric Design and Access Management, and Balancing Truck Considerations with Other Modes. Issues addressed include land use and zoning impacts on truck movement, strategies for goods movement, assessment of benefit-cost differentials for accommodation of trucks, guidelines and strategies for truck routes and networks, and design and operations policies and practices.

The Guide provides guidelines on the following aspects of truck routes design and implementation:
 Defining a truck route as routes that carry ‘a substantial number of trucks”  Design of roadways intended to serve as truck routes including storage lengths, bridge clearances, and truck turning movements.
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 Limiting truck routes through residential areas whenever possible  Other topics discussed in the Guide include enforcement, violations, weigh stations, roadway maintenance, permits, and routing considerations (such as bridges (and their weight limits), overhead structures, cross-section widths, overhead traffic signals, roundabouts, route continuity, intersection design, and truck parking (including loading zones).  The final chapter of the Guide discusses the interaction between trucks and other modes, with the focus on pedestrians, bicyclists, and transit users.

Study Area
A total of 11 roadways were identified as the main truck traffic corridors within the City. This was based on a combination of historical vehicular traffic counts (year 2019), big data1 from the Replica2 platform, as well as coordination with City staff.

Functional Classifications
Bundy Canyon Road currently functions as a 2-Lane Collector with a speed limit of 45 miles per hour (mph) west of I-15 and as a 4-Lane Arterial with turn lanes and a speed limit of 40 mph from I-15 to Oak Canyon Drive. East of Oak Canyon Drive Bundy Canyon Road functions as a 2-Lane Collector with a speed limit of 40 to 50 mph. According to the Mobility Element, the ultimate classification for Bundy Canyon Road is a 4-Lane Major Arterial from Mission Trail to Orange Street and a 6-lane primary arterial east of Orange Street.

Clinton Keith Road currently functions primarily as a 4-Lane to 6-Lane Primary Arterial, with some 2- Lane segments throughout the study area with a speed limit of 35 mph. According to the Mobility Element, the ultimate classification for Clinton Keith Road is a 4-Lane Major Arterial from Grand Avenue to Palomar Street. East of Palomar Street, the ultimate classification for Clinton Keith Road is a 6-Lane Primary Arterial.

Corydon Road currently functions as a 2-Lane Collector with a speed limit of 45 mph along the study area. According to the Mobility Element, the ultimate classification for Corydon Road is a 4-Lane Major Arterial between Grand Avenue and Mission Trail.

Grand Avenue currently functions as a 2-Lane Collector with a speed limit of 50 mph along the studied area. According to the Mobility Element, the ultimate classification for Grand Avenue is a 2- Lane Collector between Corydon Road and Clinton Keith Road.

Mission Trail currently functions as a 4-Lane Arterial with a speed limit of 50 mph along the study area. According to the Mobility Element, the ultimate classification for Mission Trail is a 4-Lane Major Arterial between the city limits and Palomar Street.
1 Big Data – Describes the collection of complex and large data sets that is difficult to capture, process, store, search, and analyze using conventional data base systems.
2 Replica is a data provider that produces large-scale models to represent mobility throughout the United States. For more information, please visit the following: https://replicahq.com/.
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Palomar Street currently functions as a 2-Lane Collector with a speed limit of 35 mph between Corydon Road and Mission Trail and 50 mph between Mission Trail and Clinton Keith Road.

According to the Mobility Element, the ultimate classification for Palomar Street is a 2-Lane Collector between Corydon Road and Mission Trail and a 4-Lane Major Arterial east of Mission Trail.

Prielipp Road currently functions as a 2-Lane Arterial with a speed limit of 40 mph along the studied area. According to the Mobility Element, the ultimate classification for Prielipp Road is a 4-Lane Minor Arterial between Inland Valley Drive and the city limits.

Wildomar Trail currently functions as a 2-Lane Collector with a speed limit of 40 mph along the study area. According to the Mobility Element, the ultimate classification for Wildomar Trail is a 2-Lane Collector from Grand Avenue to Palomar Street and from Bayless Road to Clinton Keith Road.

Between Palomar Street and Monte Vista Drive, the ultimate classification for Wildomar Trail is a 4- Lane Major Arterial and a 4-Lane Minor Arterial between Monte Vista Drive and Bayless Road.

Figure 1 shows the map of the studied segments.
1004
4-Ln
2-Ln
4 to 6-Ln
4-Ln
2-Ln
4-Ln
2-Ln
2-Ln
2-Ln
2-Ln
2-Ln
2-Ln
2-Ln
Figure 1
Studied Segment Locations
Wildomar General Plan Update
Goods Movement Memorandum
Scott Rd
Murrie at Rd
Lakeshore Dr
Corydon Rd
Grand Ave
Clinton Keith Rd
Mission Trl
Palomar St
Washington Ave
Jefferson Ave
Jackson Ave
Nutmeg St
Hancock Ave
Prielipp Rd
Cali of rnia
§¨¦15
§¨¦215
² Lake
Elsinore
City of
Lake Elsinore
City of
Menifee
City of
Murrieta
Oaks Rd
0 0.5 1 Miles
Bundy Canyon R
Lemon St d Orange St
Palomar St
Lost Rd
Hills Rd
Canyon
Cottonwood
Canyon Rd
Gruwell St
Sal di a Yamas
Dr
Inland Valley
Hidden
Dr
Springs Rd
Malaga Rd
McVicar St
Del Sol
La Estre lla St
The Farm
Rd
Sheila Ln
Wildomar Trail
Wildomar Trail
Wildomar Trail
Bayless Rd De p asqua
Rd le
Jana Ln
Stable
Lanes Rd
Wyman
Rd Gateway Dr
Susan Dr
Grape St Monte Vista Dr
Bundy Canyon Rd
Number of Lanes
Study Roadways
#-Ln
1005
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Goods Movement Memorandum
Data Collection
Vehicle classification traffic counts were conducted at the thirteen (13) locations throughout the City.

Data was collected between May 19th and May 25th, 2023 except for Bundy Canyon Road between Monte Vista Drive and Oak Canyon Drive. Data for this segment was partially collected during the aforementioned dates and partially between July 22nd and July 25th due to rupture of the equipment3.

The new data was analyzed and compared to the May 2023 data as well as 2019 data. The results of this validation effort concluded that the traffic counts were deemed appropriate as there was a difference of roughly 4 percent. Full traffic count data can be provided on request by City staff.

Classification counts were collected at the following locations:
 Bundy Canyon Road between Mission Trail and I–15 SB Ramps  Bundy Canyon Road between I-15 NB Ramps and Monte Vista Drive  Bundy Canyon Road between Monte Vista Drive and Oak Canyon Drive  Bundy Canyon Road east of Oak Canyon Drive
 Clinton Keith Road between Palomar Street and I-15 SB Ramps  Clinton Keith Road between I-15 NB Ramps and Wildomar Trail  Corydon Road between Grand Avenue and Mission Trail
 Grand Avenue between Wildomar Trail and Corydon Road
 Mission Trail between Corydon Road and City Limits
 Palomar Street between Mission Trail and Clinton Keith Road  Palomar Street south of Clinton Keith Road
 Prielipp Road between Inland Valley Drive and Jackson Avenue  Wildomar Trail between Palomar Street and I-15 SB Ramps 3 This occurrence is not uncommon as the equipment used can be fragile (pneumatic tubes made of polyurethane). 1006
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Roadway Analysis
Based on the seven-day counts collected, an average daily traffic volume was calculated for each of the study roadway segments. A roadway segment analysis was conducted using level of service (LOS) thresholds and Table 1 shows the LOS results for the studied roadway segments.

Table 1 – Existing Roadway Segment LOS
Roadway Segment Functional
Classification ADT
LOS
Threshold
(LOS E)

V/C LOS
Bundy Canyon
Road
Mission Trail to I-15 SB
Ramps 2-Lane Collector 10,629 13,000 0.818 D
Bundy Canyon
Road
I-15 NB Ramps to Monte
Vista Drive 6-Lane Urban Arterial 15,462 53,900 0.287 A Bundy Canyon
Road
Monte Vista Drive to Oak
Canyon Drive 4-Lane Major Arterial 15,462 35,900 0.431 B Bundy Canyon
Road East of Oak Canyon Drive 2-Lane Collector 15,462 13,000 1.189 F Clinton Keith
Road
Palomar Street to I-15
SB Ramps 6-Lane Urban Arterial 37,786 53,900 0.701 C
Clinton Keith
Road
I-15 NB Ramps to
Wildomar Trail 6-Lane Urban Arterial 30,545 53,900 0.567 B Corydon Road Grand Avenue to Mission
Trail 2-Lane Collector 17,084 13,000 1.314 F
Grand Avenue Wildomar Trail to
Corydon Road 2-Lane Arterial 9,582 18,000 0.532 B
Mission Trail Corydon Road to City
Limits 4-Lane Arterial 19,190 35,900 0.534 B
Palomar
Street
Mission Trail to Clinton
Keith Road 2-Lane Collector 8,282 13,000 0.637 C
Palomar
Street
South of Clinton Keith
Road 2-Lane Collector 10,453 13,000 0.804 D
Prielipp Road Inland Valley Drive to
Jackson Avenue 2-Lane Collector 6,066 13,000 0.467 A
Wildomar
Trail
Palomar Street to I-15
SB Ramps 2-Lane Collector 15,058 13,000 1.158 F
Source: Counts Unlimited, CR Associates (November 2023) As shown in Table 1, all roadway segments operate at LOS D or better except for the following:
 Bundy Canyon Road – East of Oak Canyon Drive
 Wildomar Trail – Palomar Street to I-15 SB Ramps
 Corydon Road – Grand Avenue to Mission Trail
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Additionally, based on the data provided in the traffic counts a percentage of truck traffic along each roadway segment was calculated. Table 2 shows the average truck percentage across the studied days. For the purposes of this analysis, “trucks” were only considered anything 3 axle and above.

Table 2 – Existing Truck Percentage
Roadway Segment ADT Average Truck
Volume
Average Truck
Percentage1
Bundy Canyon Road Mission Trail to I-15 SB Ramps 10,629 180 1.69% Bundy Canyon Road I-15 NB Ramps to Monte Vista
Drive 15,462 296 1.49%
Bundy Canyon Road Monte Vista Drive to Oak
Canyon Drive 15,462 296 1.49%
Bundy Canyon Road East of Oak Canyon Drive 15,462 296 1.49% Clinton Keith Road Palomar Street to I-15 SB
Ramps 37,786 182 0.48%
Clinton Keith Road I-15 NB Ramps to Wildomar
Trail 30,545 253 0.83%
Corydon Road Grand Avenue to Mission Trail 17,084 175 1.03% Grand Avenue Wildomar Trail to Corydon Road 9,582 126 1.32% Mission Trail Corydon Road to City Limits 19,190 351 1.83% Palomar Street Mission Trail to Clinton Keith
Road 8,282 31 0.38%
Palomar Street South of Clinton Keith Road 10,453 105 1.00% Prielipp Road Inland Valley Drive to Jackson
Avenue 6,066 62 1.03%
Wildomar Trail Palomar Street to I-15 SB
Ramps 15,058 101 0.67%
Source: CR Associates (November 2023)
Notes:
1 Truck Percentage was calculated by subtracting bikes, cars, 2 axle long vehicles, buses, and 2 axle 6 tire vehicles from the total ADT.

Figure 2 displays the study area roadway segments and their respective heavy truck utilization. 1008
Figure 2
Truck Volumes (ADT)
Wildomar General Plan Update
Goods Movement Memorandum
Scott Rd
Murrie at Rd
Lakeshore Dr
Corydon Rd
Grand Ave
Clinton Keith Rd
Mission Trl
Palomar St
Washington Ave
Jefferson Ave
Jackson Ave
Nutmeg St
Hancock Ave
Prielipp Rd
Cali of rnia
§¨¦15
§¨¦215
² Lake
Elsinore
City of
Lake Elsinore
City of
Menifee
City of
Murrieta
Oaks Rd
0 0.5 1 Miles
Bundy Canyon R
Lemon St d Orange St
Palomar St
Lost Rd
Hills Rd
Canyon
Cottonwood
Canyon Rd
Gruwell St
Sal di a Yamas
Dr
Inland Valley
Hidden
Dr
Springs Rd
Malaga Rd
McVicar St
Del Sol
La Estre lla St
The Farm
Rd
Sheila Ln
Wildomar Trail
Wildomar Trail
Wildomar Trail
Bayless Rd De p asqua
Rd le
Jana Ln
Stable
Lanes Rd
Wyman
Rd Gateway Dr
Susan Dr
Grape St Monte Vista Dr
Bundy Canyon Rd
Truck Route Volumes (ADT)
201 - 351
151 - 200
101 - 150
51 - 100
31 - 50
1009
Wildomar GPU Page 12
Goods Movement Memorandum
Safety
Collision data can be used to identify potential deficiencies or safety issues related to vehicular travel. The collision review draws from five years of data (2018-2023) obtained from the SWITRS.

Additionally, data from the city’s Crossroads database was included in the analysis. For the purpose of determining goods movement routes, only collisions involving heavy vehicles were examined.

Figure 3 displays locations of collisions involving heavy vehicles. As shown, this type of collision has primarily occurred on Bundy Canyon Road and Mission Trail over the past five years.

Table 3 shows the top corridors in terms of number of heavy vehicle collisions.

Table 3 – Top Corridors – Heavy Vehicle Collisions
Locations Number of Collisions
Bundy Canyon Road 12
Mission Trail 3
Clinton Keith Road 2
Corydon Road 1
Source: SWITRS, City of Wildomar (Crossroads database), CR Associates (November 2023) Table 4 summarizes the heavy vehicular collisions by the type of collisions. As shown, “Rear End” (44.4%) and “Broadside” (22.2%) were reported as the most frequent collision types during the fiveyear period.

Table 4 – Heavy Vehicle Collision Type
Collision Type Number of Collisions Percent
Rear End 8 44.4%
Broadside 4 22.2%
Sideswipe 2 11.1%
Head On 2 11.1%
Hit Object 1 5.6%
Vehicle/Pedestrian 1 5.6%
Source: SWITRS, City of Wildomar (Crossroads database), CR Associates (November 2023) 1010
^^^
^^^
^
^
^^
^^
^^^
^^^
^^^
^
^
^^
^^
^^^
^^^
!(!(
^^^
^^^
^^^
^^^
^^^
Figure 3
Wildomar Heavy Vehicle Collision Locations
Wildomar General Plan Update
Goods Movement Memorandum
Scott Rd
Murrie at Rd
Lakeshore Dr
Corydon Rd
Grand Ave
Clinton Keith Rd
Mission Trl
Palomar St
Washington Ave
Jefferson Ave
Jackson Ave
Nutmeg St
Hancock Ave
Prielipp Rd
Cali of rnia
§¨¦15
§¨¦215
² Lake
Elsinore
City of
Lake Elsinore
City of
Menifee
City of
Murrieta
Oaks Rd
0 0.5 1 Miles
Bundy Canyon R
Lemon St d Orange St
Palomar St
Lost Rd
Hills Rd
Canyon
Cottonwood
Canyon Rd
Gruwell St
Sal di a Yamas
Dr
Inland Valley
Hidden
Dr
Springs Rd
Malaga Rd
McVicar St
Del Sol
La Estre lla St
The Farm
Rd
Sheila Ln
Wildomar Trail
Wildomar Trail
Wildomar Trail
Bayless Rd De p asqua
Rd le
Jana Ln
Stable
Lanes Rd
Wyman
Rd Gateway Dr
Susan Dr
Grape St Monte Vista Dr
Bundy Canyon Rd
^^^
Heavy Vehicle Collision
^^^
^^^
1011
Wildomar GPU Page 14
Goods Movement Memorandum
Table 5 summarizes the primary collision factor for heavy vehicle collisions reported in Wildomar in the past five years. As depicted, the most common primary collision factor violations were “Unsafe Speed” and DUI.

Table 5 – Primary Collision Factor
Primary Collision Factor Number of Collisions Heavy Vehicle was party at Fault? Unsafe Speed 8 4
Improper Turning 2 2
Driving under the influence (DUI) 2 1
Following Too Closely 2 1
Unsafe Starting or Backing 1 1
Unsafe Lane Change 1 0
Automobile right of way 1 0
Pedestrian Violation 1 0
Source: SWITRS, City of Wildomar (Crossroads database), CR Associates (November 2023) Based on the collected collision data, the largest percentage of collisions were caused by unsafe speeds and mostly along Bundy Canyon Road. This may be due to the lack of friction elements (i.e., sidewalks, bike lanes, medians, on-street parking, etc.) along the roadway which tends to give drivers an “open road” feeling, hence, creating an environment for speeding. Additionally, a significant portion of Bundy Canyon Road heading westbound is on a downgrade and could also contribute to unsafe speeds.

Bundy Canyon Road is identified as a 6-Lane Primary Arterial roadway with a Raised Median in the City of Wildomar Mobility Element (2021). Additionally, sidewalks and a Class I multi-use path are planned along Bundy Canyon Road which will add friction elements to the roadway and accompanied with appropriate signage and striping, should create an environment prone to less speeding occurrences.

Currently, Bundy Canyon Road has been widened and improved from Cherry St to approximately 1600’ east of Oak Canyon Drive from a 2-Lane roadway to a 4-Lane roadway with turn lanes where the bike lanes will be connected to a planned Class 1 pedestrian/bike trail, as part of the Bundy Canyon Road Improvement Project, Segment 1 (CIP 026-1).

Adjacent Cities
An important aspect of planning for goods movement routes is not only to ensure connectivity within Wildomar but also with other cities in the region. Therefore, the goods movement routes for the neighboring cities of Lake Elsinore, Murrieta and Menifee were also taken into consideration to ensure that any recommendations of potential Wildomar goods movement routes were consistent 1012
Wildomar GPU Page 15
Goods Movement Memorandum
with currently existing routes. Currently, Mission Trail is designated as a goods movement route by the City of Lake Elsinore and the same is true about Bundy Canyon Road in the City of Menifee (in the City of Menifee Bundy Canyon Road changes to Scott Road). Truck routes for the surrounding cities can be found in Attachment A.

Summary
The proposed goods movement routes were developed based on a variety of factors including collected data, the calculated truck volume percentages, a desire for connectivity within the region, surrounding cities truck routes, and a desire to increase roadway safety. Once implemented, these routes will allow for the consolidation and increased efficiency of goods movement throughout the city.

Figure 4 displays the recommended goods movement routes within the City of Wildomar, proposed land uses, as well as truck routes from adjacent cities. While currently both Wildomar Trail and Clinton Keith Road do not currently have significant heavy vehicle traffic both were included in the recommendation because of their connectivity (both to nearby cities as well as regional networks) and their anticipated future cross sections. Based on preferred future land uses these roadways are also anticipated to be adjacent to industrial, retail, and construction land uses.

It is important to note that a roadway not being designated a goods movement route does not mean that trucks or other heavy vehicles making deliveries/pick-ups to specific locations on a roadway are prohibited as that would be in violation of the California Vehicle Code. However, cut-through or passthrough traffic from trucks or other heavy vehicles would be prohibited along the proposed routes.

These recommendations (Figure 4) are consistent with the City of Wildomar Municipal Code section

10.20.150 subsection C regarding commercial vehicles.
1013
Figure 4
Wildomar Goods Movement Routes - Recommendations
Wildomar General Plan Update
Goods Movement Memorandum
Scott Rd
Murrie at Rd
Lakeshore Dr
Corydon Rd
Grand Ave
Clinton Keith Rd
Mission Trl
Palomar St
Washington Ave
Jefferson Ave
Jackson Ave
Nutmeg St
Hancock Ave
Prielipp Rd
Cali of rnia
§¨¦15
§¨¦215
² Lake
Elsinore
City of
Lake Elsinore
City of
Menifee
City of
Murrieta
Oaks Rd
0 0.5 1 Miles
Bundy Canyon R
Lemon St d Orange St
Palomar St
Lost Rd
Hills Rd
Canyon
Cottonwood
Canyon Rd
Gruwell St
Sal di a Yamas
Dr
Inland Valley
Hidden
Dr
Springs Rd
Malaga Rd
McVicar St
Del Sol
La Estre lla St
The Farm
Rd
Sheila Ln
Wildomar Trail
Wildomar Trail
Wildomar Trail
Bayless Rd De p asqua
Rd le
Jana Ln
Stable
Lanes Rd
Wyman
Rd Gateway Dr
Susan Dr
Grape St Monte Vista Dr
Bundy Canyon Rd
Goods Movement Route
Goods Movement Route (Nearby Cities)
Freeway
Conservation Habitat
Open Space Recreation
Public Facilities
Rural Mountainous
Land Use Type
Business Park
Commercial Office
Commercial Retail
Light Industrial
Mixed Use Planning Area
Estate Density Residential
EDR-RC
High Density Residential
Highest Density Residential
Low Density Residential
LDR-RC
Medium Density Residential
Medium High Density Residential
Rural Residential
Very High Density Residential
Very Low Density Residential

VLDR-RC
1014
Wildomar GPU Page 17
Goods Movement Memorandum
Recommendations/Next Steps
The following recommendations and next steps are consistent with Policy 6.1 of the city’s Mobility Element.

1. Include the recommended Goods Movement Route as part of the city’s Mobility Element for adoption by City Council.

2. Public Outreach and Education
 Create a public information campaign to inform residents, businesses, and other stakeholders about the goods movement routes.

3. Adopt ordinance to establish the goods movement routes in the city’s municipal code.

4. Design and Engineering
 Goods movement routes shall be designed in conformance with the design guidelines identified in the Mobility Element and any applicable existing or future Roadway Standards and Design Guidelines and shall be subject to the approval of the City.

5. Signage
 Installation of appropriate signage and roadway markings to guide commercial vehicles along the designated goods movement route network.

6. Enforcement and Compliance
 Collaborate with local law enforcement agencies to ensure that commercial vehicles adhere to the designated goods movement route network.
1015
Wildomar GPU Page 18
Goods Movement Memorandum
Attachment A - Neighboring Cities (Lake Elsinore,
Menifee, Murrieta) Truck Routes
1016
·|}þ74
%&'(15
Horsethief Canyon
Alberhill
El Cariso
Lakeland Village
Lake Elsinore
Canyon Hills
Ramsgate
Tuscany Hills
North Peak
East Lake
Canyon Lake
Wildomar
Sedco Hills ·|}þ74
%&'(15

GRAND AVE

LAKE ST

ORTEGA HWY

BUNDY CANYON RD

RIVERSIDE DR

TEMESCAL CANYON RD

GRAPE ST

RAILROAD CANYON RD

MACHADO ST

NEWPORT RD

MAIN ST

CORYDON ST

LAKESHORE DR
JOY ST

SCOTT RD

CHANEY ST

SUMNER AVE

COLLIER AVE

GRAHAM AVE

DEXTER AVE

FRANKLIN ST

MINTHORN ST

NICHOLS RD

CASINO DR

GOETZ RD

SUMMERHILL DR

FLINT ST

LINCOLN ST

DIAMOND DR

GRAND AVE

LAKESHORE DR

NEWPORT RD

FRANKLIN ST

RAILROAD CANYON RD

DEXTER AVE
0 2 4 Miles
±

TRUCK ROUTES
Prepared by:

City of Lake Elsinore GIS
Data Sources:

City of Lake Elsinore GIS
County of Riverside GIS
City Boundary
Truck Routes
Note:

Spring Street: Limited Street to Lakeshore Drive
(Truck Route - Southbound Only)
Lakeshore Drive: Spring Street to Main Street
(Truck Route - Eastbound Only)
Limited Street: Spring Street to Main Street
(Truck Street - Westbound Only)
1017

B E L L

M O U N T A I N

R A N C H E S

Q U A I L

V A L L E Y S U N C I T Y

M U R R I E T A

W I L D O M A R

R O M O L A N D

P E R R I S

H O M E L A N D

C A N Y O N L A K E

L A K E E L S I N O R E

W I N C H E S T E R
Menifee Rd
Goetz Rd
Murrieta Rd
Barnett Rd
Briggs Rd
Sherman Rd
Antelope Rd
Palomar Rd
Menifee Rd
Mapes Rd
Watson Rd
San Jacinto River
Bundy Canyon Rd
Scott Rd
Domenigoni Pkwy
Matthews Rd
Mountain View Pl
Goetz Rd
Briggs Rd
Haun Rd
Bradley Rd
Murrieta Rd
Valley Bl
Cherry Hills Bl
Garbani Rd
Craig Ave
Holland Rd
La Piedra Rd
Newport Rd
McLaughlin Rd
McCall Bl
Chambers Ave
Rouse Rd
Ethanac Rd
Keller Rd
§¨¦215
§¨¦215
·|þ}74
Truck_Routes_072613
7/26/2013 0 0.5 1 Mile
Potential Truck Routes
Exhibit C-7
Source: Urban Crossroads, 2012
Truck Route
I-215 Freeway Corridor
The designated truck routes within the City have been selected because of their accessibility to the freeway and key industrial/commercial areas. The designation of truck routes does not prevent trucks from using other roads or streets to make deliveries to individual addresses, or for other reasons as defined in the State of California Motor Vehicle Code. 1018
I-15
I-215

MADISON AVE

MURRIETA HOT SPRINGS RD

LINCOLN AVE

HANCOCK AVE

GUAVA ST

MONROE AVE

LOS ALAMOS RD
FIG ST

JACKSON AVE

VISTA MURRIETA RD

JEFFERSON AVE

ALTA MURRIETA DR

SPARKMAN DR

ROGERSDALE AVE

JAYLENE ST

WALSH CENTER DR

KUCERA CT

ROCKCREST DR

JACOB WY

HANNAH WY

CARRIGAN RD

LA SALLE PL

MADRONE DR

SHADESCALE DR

CARTIER ST

CATALINA ST

JACKSON ST

ELEANORA WY

MYERS LN

BIRCHTREE DR

MARCO POLO ST

FIRETHORN CT

SYMERON WY

BUFFY WY

STACY CT

NORMA JEAN PL

SAINT MARTA DR

AVERY PL

NOLING CT

MONROE AVE
I-15

JACKSON AVE

JACKSON AVE
I-215
I-215

JACKSON AVE

JACKSON AVE
15 215
Legend
Truck Route
Freeways
City Streets
March 21, 2007
Truck Route
Map Not To Scale
Departments/Engineering/Arcmapdocs07/TruckRoutesforWeb.mxd 1019
1020
1021
700 South Flower Street, Suite 600
Los Angeles, California 90017
t 213.623.1443
www.PlaceWorks.com
ORANGE COUNTY • BAY AREA • SACRAMENTO • CENTRAL COAST • LOS ANGELES • INLAND EMPIRE 1022

CITY OF WILDOMAR PROPOSED GENERAL PLAN DRAFT EIR

CITY OF WILDOMAR
Appendices
May 2024
Appendix 5.3-1 Air Quality and Greenhouse Gas Modeling
1023

CITY OF WILDOMAR PROPOSED GENERAL PLAN DRAFT EIR

CITY OF WILDOMAR
Appendices
PlaceWorks
This page intentionally left blank.
1024
Land Use Statistics - City of Wildomar
Existing Conditions No Project (Current GP) Buildout Estimates 2019 2045 2045 2019-2045 % 2019-2045 %
Housing Units 11,988 19,284 20,980 8,992 75% 1,696 9%
Non-residential SF 2,992,377 4,252,115 5,957,915 2,965,538 99% 1,705,800 40% Population 37,326 60,045 65,325 27,999 75% 5,280 9%
Employment 5,841 9,516 12,115 6,274 107% 2,599 27%
Service Population 43,167 69,561 77,440 34,273 79% 7,879 11% Change from Existing
Conditions
Change from the
Current GP
1025
AQMP Consistency Analysis
Change Percent Change Percent
Population 37,326 60,045 65,325 27,999 75% 5,280 9%
Employment 5,841 9,516 12,115 6,274 107% 2,599 27%
SP 43,167 69,561 77,440 34,273 79% 7,879 11%
VMT per Day 904,100 1,321,564 1,451,849 547,749 61% 130,285 10% VMT/person 24.2 22.0 22.2 -2.0 -8% 0.2 1%
VMT/SP 20.9 19.0 18.7 -2.2 -10% -0.3 -1%
Notes:

Origin-Destination (O-D) Methodology is not the same methodology for SB 743, which considers only commute-trip VMT.

Comparison of the Change in Population and VMT in Wildomar (O-D Method) Category Existing Change from Existing Change from the Current GP Modeling of vehicle miles traveled (VMT) is provided by Chen Ryan Transportation is based on the RIVCOM Model. VMT from passenger vehicles and trucks that have an origin or destination in the City using a transportation origin-destination methodology. Accounting of VMT is based on the recommendations of CARB’s Regional Targets Advisory Committee (RTAC) created under Senate Bill 375 (SB 375). For accounting purposes, there are two types of trips:
»   Internal OD VMT include vehicle trips that originated and terminated within the City boundary. »  External OD VMT includes vehicle trips that either originated or terminated (but not both) within the City. 2045 Current
GP
2045 Proposed
Project
1026
Wildomar Community GHG Emissions Inventory and Forecast Category Existing 2045 Change from
Existing (2045)

TOTAL TOTAL TOTAL
On-Road Transportation 136,705 61% 150,397 56% 13,692 10% Building Electricity 32,266 14% 28,988 11% -3,278 -10%
Building Natural Gas 26,582 12% 47,313 17% 20,730 78%
Off-Road Vehicles and Equipment 5,557 2% 6,187 2% 630 11% Solid Waste/Landfills 2,320 1% 4,163 2% 1,842 79%
Refrigerants 17,690 8% 30,960 11% 13,270 75%
Water Use 2,255 1% 2,063 1% -192 -8%
Wastewater Treatment 572 0% 726 0% 154 27%
Total Community Emissions 223,947 100% 270,796 100% 46,849 21% Service Population (SP) 43,167 77,440 34,273 79%
MTCO2e/SP 5.2 3.5 -1.7 -33%
Trajectory to AB 32, SB 32 and AB 1279 33,592 -85% No
Notes:

Emissions may not total to 100 percent due to rounding. Based on GWPs in the IPCC Fifth Assessment Report (AR5).

Excludes GHG emissions natural gas use from Permitted Sources within the City The emissions inventory and forecast is based on activity data for Riverside County. This emissions inventory methodology identifies GHG emissions produced within a jurisdiction and captures direct and indirect emissions generated by land uses in a community. The activity data methodology allows a direct comparison between a community's GHG emissions and that identified by CARB in the SB 32 and AB 1279 inventory and forecast prepared for the scoping plan. Unlike a "consumption-based" GHG emissions inventory, an activity-based emissions inventory does not capture lifecycle emissions associated with consumptions of goods. While a consumption-based emissions inventory approach may document GHG emissions associated with the final demand (regardless of where the were generated), a consumption-based emissions inventory excludes emissions associated with products produced within the jurisdiction but consumed elsewhere. For these reasons, an activity-based emissions inventory was determined to be most applicable for determining significant impacts under CEQA.

Achieve Target?
1027
EXISTING (2019)
VOC NOX CO SO2 PM10 PM2.5
Transportation1 70 780 2,559 8 61 28
Energy2 7 127 61 1 10 10
Offroad Equipment3 115 219 1,793 0 11 10
Consumer Products4 496
Total 688 1,125 4,413 9 82 48
EXISTING LAND USES (2045 Emission Rates)
VOC NOX CO SO2 PM10 PM2.5
Transportation1 11 167 930 6 51 18
Energy2 7 127 61 1 10 10
Offroad Equipment3 115 219 1,793 0 11 10
Consumer Products4 496
Total 629 512 2,784 7 72 38
Proposed General Plan Update 2045
VOC NOX CO SO2 PM10 PM2.5
Transportation1 18 268 1,493 9 82 29
Energy2 13 227 110 1 18 18
Offroad Equipment3 185 225 3,205 0 11 10
Consumer Products4 931
Total 1,148 719 4,808 11 111 57
Wildomar Community Criteria Air Pollutant Emissions Inventory and Forecast Phase
Sources
Phase
Existing Criteria Air Pollutant Emissions (lbs/day)
Existing (2045) Criteria Air Pollutant Emissions (lbs/day) Phase
Project (2045) Criteria Air Pollutant Emissions(lbs/day) 1 Source: Chen Ryan Transportation 2023; EMFAC2021 Version 1.0.2 Emissions Database (Sub-Area Riverside (SC)) 2 Sources: SoCalGas 2023. CalEEMod 2022 User's Guide for natural gas criteria air pollutant emission rates. Excludes criteria air pollutant emissions natural gas use from Permitted Sources within the City. 3 Source: OFFROAD 2021 Version 1.0.5.
4 Source: CalEEMod 2022 User's Guide
1028
Wildomar Community Criteria Air Pollutant Emissions Inventory and Forecast Net Change (No Project)
VOC NOX CO SO2 PM10 PM2.5
Transportation1 7 101 563 3 31 11
Energy2 6 99 49 1 8 8
Offroad Equipment3 71 7 1,412 0 0 0
Consumer Products4 436
Total 519 207 2,024 4 39 19
South Coast AQMD Threshold 55 55 550 150 150 55
Increase from Baseline? Yes Yes Yes No No No
NET CHANGE (from Existing Conditions)
VOC NOX CO SO2 PM10 PM2.5
Transportation1 -52 -512 -1,066 1 21 1
Energy2 6 99 49 1 8 8
Offroad Equipment3 71 7 1,412 0 0 0
Consumer Products4 436 0 0 0 0 0
Total 461 -406 395 2 29 9
South Coast AQMD Threshold 55 55 550 150 150 55
Increase from Existing Yes No No No No No
Phase
Net Change (2045-2045 No Project) Criteria Air Pollutant Emissions (lbs/day)
Phase
Net Change (2045-Existing) Criteria Air Pollutant Emissions(lbs/day) 1029
Area Sources - Residential Consumer Product Usea
Emissions = EF x Building Area
Statewide (2008) EF = 2.14E-05 lbs/sqft/day
South Coast AQMD Rule 1143 EF = 1.98E-05 lbs/sqft/day
Sources/Notes:

AVERAGE HOUSING SQFT ASSUMPTIONS
Year Structure was Built
Percent of
Housing Stock a
Average Square
Feet of New Single
Family Homesb
Average Square
Feet (Weighted)
2020 or Later 0.2% 2,448 5
2010 to 2019 7.3% 2,524 184
2000 to 2009 33.0% 2,404 793
1990 to 1999 15.9% 2,116 337
1980 to 1989 23.6% 1,819 429
1979 or earlier 20.0% 1,699 340
100% 2,088
Sources/Notes: https://www.census.gov/acs/www/data/data-tables-and-tools/data-profiles/ https://www.census.gov/acs/www/data/data-tables-and-tools/data-profiles/2019/ 2019 2045 2045
Existing Proposed Current GP
Housing Units 11,988 20,980 19,284
Residential SQFT 25,031,803 47,039,723 42,888,763
lbs VOC per day 496 931 849
California Air Pollution Control Officer's Association (CAPCOA). 2022, April. California Emissions Estimator Model (CalEEMod) User's Guide Version 2022.1. https://www.caleemod.com/userguide. Appendix D3 - Consumer Products Use. a. United States Census Bureau, Selected Housing Characteristics, Wildomar City, 2021. Table DP04. American Community Survey 5-Year Estimates, Year structure built. b. United States Census Bureau, Characteristics of New Housing, Characteristics of New Single-Family Houses Completed, Median and Average Square Feet by Location. https://www.census.gov/construction/chars/completed.html 1030
Criteria Air Pollutants from Natural Gas
Rate
Natural Gas ROG NOx CO SO2 PM10 PM2.5
Residential 0.0054 0.0922 0.0392 0.0006 0.0075 0.0075
Non-Residential 0.0054 0.0980 0.0824 0.0006 0.0075 0.0075 Wildomar Existing Year 2045
Therms
Residential 4,378,058 7,661,967
Nonresidential 617,081 1,228,627
Total 4,995,139 8,890,594
Natural Gas
ROG NOx CO SO2 PM10 PM2.5
Residential 6 111 47 1 9 9
Nonresidential 1 17 14 0 1 1
TOTAL 7 127 61 1 10 10
Natural Gas
ROG NOx CO SO2 PM10 PM2.5
Residential 11 194 82 1 16 16
Nonresidential 2 33 28 0 3 3
TOTAL 13 227 110 1 18 18
lbs/MMBTU
Existing lbs/year
2045 lbs/year
Source: California Air Pollution Control Officer's Association (CAPCOA). 2022, April. California Emissions Estimator Model (CalEEMod) User's Guide Version 2022.1. https://www.caleemod.com/user-guide. Table G-4, Natural Gas Emissions Factors (pounds per MMBTU). 1031
Energy Data Requests to SCE and SoCalGas
May exclude natural gas use from Industrial (Permitted) Sources within the City.

Annual Kwh1
Category 2018 2019 2020 2021 2022
Residential 94,688,993 91,443,491 104,912,130 101,267,244 105,189,672 Non-Residential1 41,644,454 41,771,803 41,057,502 43,462,389 44,287,425 Total kwh 136,333,447 133,215,294 145,969,632 144,729,633 149,477,097 Notes:
1 Non-Residential includes agricultural, commercial, and industrial land use.

SoCalGas. 2023, November 2. Natural Gas Use in Wildomar (2018-2022). Request ID 709 Annual Therms1
Category 2018 2019 2020 2021 2022
Commercial 450,047 617,081 473,990 552,406 465,206
Industrial 0 0 0 0 0
Single-Family Residential 3,434,505 4,141,488 4,089,999 3,786,626 3,712,013 Multi-Family Residential 217,432 236,570 228,103 224,239 224,011 Total Therms 4,101,984 4,995,139 4,792,092 4,563,271 4,401,230 Southern California Edison (SCE). 2023, October 10. Energy Report for Wildomar. Request ID SCE31129554 (2018 through 2022) 1032
City of Wildomar: GHG Emissions from Energy Use
Southern California Edison (SCE) and SoCalGas Emission Factors lbs/MMBTU lbs/MMBTU lbs/MMBTU lbs/MMBTU
CO2 CH4 N2O CO2e
All Years 117 0.01040 0.00020 117.3
MT/Therm MT/Therm MT/Therm MT/Therm
CO2 CH4 N2O CO2e
All Years 0.00531 4.72E-07 9.07E-09 0.005
CO2e
CO2 lbs/MWH CH4 lbs/MWH N2O lbs/MWH lbs/MWh
2019 531.983 0.033 0.004 534.0
2045 260.788 0.033 0.004 262.8
CO2e
CO2 MTons/MWH CH4 MTons/MWH N2O MTons/MWH MTons/MWh
2019 0.241 1.50E-05 1.81E-06 0.242
2045 0.118 1.50E-05 1.81E-06 0.119
Notes:

Source: California Air Pollution Control Officer's Association (CAPCOA). 2022, April. California Emissions Estimator Model (CalEEMod) User's Guide Version 2022.1. https://www.caleemod.com/user-guide. Table G-4, Natural Gas Emissions Factors (pounds per MMBTU).

Source: California Air Pollution Control Officer's Association (CAPCOA). 2022, April. California Emissions Estimator Model (CalEEMod) User's Guide Version 2022.1. https://www.caleemod.com/user-guide. Table G-3, Electricity Utility Greenhouse Gas Emissions Factors In 2018, SB 100 (de León, 2018) was signed into law, which again increases the RPS to 60% by 2030 and encourages the state's electricity to come from carbon-free resources by 2050.

SCE
Intensity factor (lbs/MWH)
Intensity factor (Mtons/MWH)
1033
GHG Emissions from Energy Use
SCE SoCalGas
Actual Energy Use - Year 2019 MWH/YR Therms
Commercial NA 617,081
Industrial NA 0
Residential 91,443 4,378,058
Non-Residential 41,772 NA
City Total 133,215 4,995,139
Notes:
1 Non-Residential includes agricultural, commercial, and industrial land use.

MTCO2e/Yr
Commercial NA 3,284
Industrial NA 0
Residential 22,148 23,299
Non-Residential 10,117 NA
City Total 32,266 26,582
Forecast Methodology Existing Proposed Project Current GP Residential - Dwelling Units 11,988 20,980 19,284
Nonresidential - Square footage 2,992,377 5,957,915 4,252,115 MWH per Unit per year 7.6 Therms per Unit per year 365
MWH per SQFT per year 0.01 Therms per SQFT per year 0.2 1034
Existing Proposed Project Current GP
Electricity MWH
Nonresidential 41,772 83,169 59,357
Residential 91,443 160,034 147,097
Total 133,215 243,203 206,454
Electricity MTCO2e
Nonresidential 10,117 9,913 7,075
Residential 22,148 19,075 17,533
Total MTCO2e Electricity 32,266 28,988 24,608
Existing Proposed Project Current GP
Natural Gas Therms
Nonresidential 617,081 1,228,627 876,861
Residential 4,378,058 7,661,967 7,042,582
Total 4,995,139 8,890,594 7,919,443
Natural Gas MTCO2e
Nonresidential 3,284 6,538 4,666
Residential 23,299 40,774 37,478
Total MTCO2e Natural Gas 26,582 47,313 42,145
1035
Solid Waste Disposal
Source: CalRecycle Recycling and Disposal Reporting System Report (Overall Jurisdiction Tons For Disposal and Disposal Related Uses) Waste Generated Within Wildomar1 Service Population in Wildomar Year Quarter Landfill Existing Proposed GP 2045 % Increase 2021 1 7,549 43,167 77,440 79%
2021 2 7,176
2021 3 7,249
2021 4 7,048
Total 2021 29,022
Percent of Disposal 2021
El Sobrante Landfill 80% primary disposal facility
Notes:

1. Year 2021 Q1-4 waste was used as proxy for year 2019 Landfill Emission Tool (version 1.9.2021) CH4 Model Results.

Based on the El Sobrante Landfill K-Factor
CH4 Tons
MTCO2e w/LFG
Capture CH4 Tons
MTCO2e w/LFG
Capture
Existing TOTAL 2045 TOTAL
Year 1 79 501 141 898
Year 2 547 3,476 982 6,235
Year 3 (PEAK) 614 3,901 1,102 6,998
Year 4 602 3,824 1,080 6,859
Year 5 590 3,748 1,059 6,724
Year 6 579 3,674 1,038 6,590
Year 7 567 3,601 1,017 6,460
Year 8 556 3,530 997 6,332
Year 9 545 3,460 977 6,207
Year 10 534 3,391 958 6,084
Year 11 523 3,324 939 5,963
Year 12 513 3,258 920 5,845
Year 13 503 3,194 902 5,729
Year 14 493 3,130 884 5,616
Year 15 483 3,068 867 5,505
Year 16 474 3,008 850 5,396
Year 17 464 2,948 833 5,289
Year 18 455 2,890 816 5,184
Year 19 446 2,833 800 5,082
Year 20 437 2,776 784 4,981
Year 21 429 2,722 769 4,882
Year 22 420 2,668 754 4,786
Year 23 412 2,615 739 4,691
Year 24 404 2,563 724 4,598
Year 25 396 2,512 710 4,507
Year 26 388 2,463 696 4,418
Year 27 380 2,414 682 4,330
Year 28 373 2,366 668 4,244
Year 29 365 2,319 655 4,160
Year 30 358 2,273 642 4,078
Year 31 351 2,228 629 3,997
Year 32 344 2,184 617 3,918
Year 33 337 2,141 605 3,841
Year 34 330 2,098 593 3,764
Year 35 324 2,057 581 3,690
Year 36 317 2,016 570 3,617
Year 37 311 1,976 558 3,545
Year 38 305 1,937 547 3,475
Year 39 299 1,899 536 3,406
Year 40 293 1,861 526 3,339
Year 41 287 1,824 515 3,273
Year 42 282 1,788 505 3,208
Year 43 276 1,753 495 3,144
Year 44 271 1,718 485 3,082
Year 45 265 1,684 476 3,021
Year 46 260 1,651 466 2,961
Year 47 255 1,618 457 2,903
Year 48 250 1,586 448 2,845
Year 49 245 1,555 439 2,789
Year 50 240 1,524 430 2,734
Source: CalRecycle. 2023, September (accessed). RDRS Report 1: Overall Jurisdiction Tons for Disposal and Disposal Related Uses. https://www2.calrecycle.ca.gov/RecyclingDisposalReporting/Reports/OverallJurisdictionTonsForDisposal. https://www2.calrecycle.ca.gov/RecyclingDisposalReporting/Reports/JurisdictionDisposalAndBeneficial.

EXISTING GENERAL PLAN
1036
Year 51 235 1,494 422 2,679
Year 52 231 1,464 414 2,626
Year 53 226 1,435 405 2,574
Year 54 222 1,407 397 2,523
Year 55 217 1,379 390 2,473
Year 56 213 1,351 382 2,424
Year 57 209 1,325 374 2,376
Year 58 204 1,298 367 2,329
Year 59 200 1,273 360 2,283
Year 60 196 1,248 352 2,238
60 YR Avg (Average Annual) 365 2,320 655 4,163
Notes:

LFG capture Efficiency 0.75 AR5 CH4 GWP 28 Tons to metric Tons 0.9071847 Biogenic CO2 emissions are not included.

The Landfill Gas Estimator only includes the landfill gas (LFG) capture in the landfill gas heat output and therefore the reduction and emissions from landfill gas capture are calculated separately. Assumes 75 percent of fugitive GHG emissions are captured within the landfill's Landfill Gas Capture System with a landfill gas capture efficiency of 75%. The Landfill gas capture efficiency is based on the California Air Resources Board's (CARB) Local Government Operations Protocol (LGOP), Version 1.3.

Decomposition based on the anaerobic decomposition factor (k) of 0.02 based on rainfall for the El Sobrante LF.

Significant CH4 production typically begins one or two years after waste disposal in a landfill and continues for 10 to 60 years or longer. Consequently, the highest CH4 emissions from waste disposal in a given year are reported.

Waste generation based on three year average waste commitment for Wildomar obtained from CalRecycle.

Waste. Landfill Emissions Tool Version 1.9.2021 and CalRecycle. Biogenic CO2 emissions are not included. 1037
Water and Wastewater
Water Demand for Wildomar calculated by PlaceWorks
Wastewater Existing3 Proposed Project2
Water Existing1 Proposed Project2 MGD 2.5 4.50
Acre Feet Per Year 5,384 10,011 AFY 2,800 5,041
MGY TOTAL 1,754 3,262 MGY TOTAL 913 1,643
Notes:
1 Based on existing water demand from 2020 Urban Water Management Plans (UWMP). 2 See Chapter 5.10, Hydrology , for calculated proposed water and wastewater generation estimates. 3 Based on existing sewer demand from Wildomar's 2016 Sewer Master Plan.

Direct Emissions from Wastewater Treatment
Wastewater Treatment Type
BIOGENIC CO2
MT/Gallon CH4 MT/Gallon N2O MT/Gallon
Non-Biogenic CO2e
MT/Gallon
Aerobic 3.90E-07 1.34E-09 8.52E-10 2.63E-07
Anaerobic (Facultative Lagoons) 3.90E-07 4.01E-07 8.52E-10 1.15E-05 Septic 0.00E+00 2.50E-07 8.52E-10 7.23E-06
Aerobic Existing Proposed Project
Non-Biogenic CO2e TOTAL= 240 432
Energy for Water Conveyance, Treatment, Distribution, and Wastewater Treatment Location
Supply (Water
Conveyance) Water Treatment Water Distribution Total Water Wastewater
Treatment
South Coast 3,044 725 1,537 5,306 1,501
San Francisco Bay 1,182 754 2,998 4,934 1,542
Central Coast 1,577 754 1,537 3,868 1,542
Tulare Lake 1,506 748 166 2,420 1,519
North Coast 620 754 1,537 2,911 1,542
San Joaquin River 827 748 166 1,741 1,519
Colorado River 2,304 748 166 3,218 1,519
Sacramento River 698 748 166 1,612 1,519
South Lahontan 1,953 748 1,537 4,238 1,519
North Lathontan 541 748 166 1,455 1,519
Southern California Edison
CO2e
CO2 lbs/MWH CH4 lbs/MWH N2O lbs/MWH lbs/MWh
2019 531.983 0.033 0.004 534.0
2045 260.788 0.033 0.004 262.8
CO2e
CO2 MTons/MWH CH4 MTons/MWH N2O MTons/MWH MTons/MWh
2019 0.241 1.50E-05 1.81E-06 0.242
2045 0.118 1.50E-05 1.81E-06 0.119
GHG Emissions from Energy Associated with Water/Wastewater Existing Proposed Project
Mwh Mwh
TOTAL Water Use 9,309 17,309
TOTAL Wastewater Generation 1,370 2,465
Total Water/Wastewater 10,678 19,774
Existing Proposed Project
MTCO2e MTCO2e
TOTAL Water Use 2,255 2,063
TOTAL Wastewater Generation 332 294
Total Water/Wastewater 2,586 2,357
Total GHG Emissions
Existing Proposed Project
MTCO2e MTCO2e
TOTAL Water Use 2,255 2,063
TOTAL Wastewater Generation 572 726
Total Water/Wastewater 2,827 2,789
Source: California Air Pollution Control Officer's Association (CAPCOA). 2022, April. California Emissions Estimator Model (CalEEMod) User's Guide Version 2022.1. https://www.caleemod.com/user-guide. Table G-35, Annual Wastewater Treatment Direct Emission Factors (short ton per gallon) Source: California Air Pollution Control Officer's Association (CAPCOA). 2022, April. California Emissions Estimator Model (CalEEMod) User's Guide Version 2022.1. https://www.caleemod.com/user-guide. Table G-32, Water Energy Intensity Factors by Hydrologic Region and Process (kWh per million gallon).

Source: California Air Pollution Control Officer's Association (CAPCOA). 2022, April. California Emissions Estimator Model (CalEEMod) User's Guide Version 2022.1. https://www.caleemod.com/user-guide. Table G-3, Electricity Utility Greenhouse Gas Emissions Factors
kWhr/million gallons
Intensity factor
Intensity factor
Energy Associated with Water Use
GHG Emissions from Energy Associated with
Water Use/Wastewater Generation
GHG Emissions from Water/Wastewater Use
1038
Refrigerants
Refrigerants
2019 Statewide Refrigerant Use (AR4) MTCO2e 18,618,116
2019 California Population People 39,283,497
MT/person 0.47
Existing Proposed Project
Population 37,326 65,325
MTCO2e 17,690 30,960
Source: CARB. Greenhouse Gas Emissions Inventory Query Tool for years 2000 to 2020 (15th Edition) - Query Results. Main Activity: Use of substitutes for ozone depleting substances Activity Subset: Refrigeration and Air Conditioning. AR 4. https://ww2.arb.ca.gov/applications/greenhouse-gas-emission-inventory-0 U.S. Census Bureau. 2023. Table DP05: ACS Demographic and Housing Estimates. https://data.census.gov/table?g=040XX00US06&tid=ACSDP5Y2019.DP05. 1039
Area Sources
Source: OFFROAD2021. https://arb.ca.gov/emfac/emissions-inventory/2f6c8fa1b8ec8bd9f8a4f23b3d84c74a77f77161 OFFROAD2021 Estimate based on:

Agricultural Equipment
Construction Equipment
Light Commercial and Industrial
Equipment
Lawn & Garden Based on housing units in Riverside County and City of Wildomar Sources:

Farmland Acreage
Existing Farmland 1,733
Farmland Acreage at Buildout at 2045 0
Percent Reduction -100%
Construction (Housing Permits)
Construction (Housing Units)
Employment
Source: U.S. Census Bureau. Longitudinal Employer-Household Dynamics. 2019 Q4. http://lehd.ces.census.gov/ Source: Chen Ryan Transportation, 2023
2019 Existing
ROG Exhaust NOx Exhaust CO Exhaust SO2 Exhaust PM10
Exhaust
PM2.5
Exhaust*
CO2
lbs/year MT/yr
Agricultural 4 23 23 0 1 1 470
Construction Equipment 18 165 198 0 8 8 3,927
Lawn & Garden 73 9 784 0 1 1 448
Light Commercial / Industrial Equipment 19 21 788 0 1 0 711 115 219 1793 0 11 10 5,557
2045
ROG Exhaust NOx Exhaust CO Exhaust SO2 Exhaust PM10
Exhaust
PM2.5
Exhaust* CO2
Forecast Adjusted for: lbs/year MT/yr
Agricultural Based on a reduction in Agricultural land in the City 0 0 0 0 0 0 0 Construction Equipment Similar to historic 18 165 198 0 8 8 3,927 Lawn & Garden Proportional to housing growth 127 17 1,372 0 2 1 785 Light Commercial / Industrial Equipment Proportional to employment growth 40 44 1,635 0 1 1 1,474 185 225 3,205 0 11 10 6,187
Based on housing permits in Riverside County and City of Wildomar Based on employment in Riverside County and City of Wildomar Source: Housing and Urban Development (HUD). 2019. Accessed September 18, 2023. SOCDS Building Permits Database. https://socds.huduser.gov/permits/
Based on agricultural acreage within Riverside County and City of Wildomar Source: County of Riverside, 2019. 2019 Agricultural Production Report. https://storymaps.arcgis.com/stories/e2126e2424af49ec9406a0e7ffdb9de7.

Source: California Department of Conservation (CDC). 2018. Farmland Mapping and Monitoring Program. https://www.conservation.ca.gov/dlrp/fmmp.

Source: U.S. Census Bureau. 2019. Accessed September 18, 2023. Table DP04:ACS 5-Year Estimates Data Profiles. https://data.census.gov/table?g=050XX00US06065_040XX00US06&tid=ACSDP5Y2019.DP04.

TOTAL
TOTAL
1040
Wildomar OFFROAD2021
Source: https://arb.ca.gov/emfac/emissions-inventory/2f6c8fa1b8ec8bd9f8a4f23b3d84c74a77f77161 Construction includes: Over 25 horsepower, self-propelled, diesel equipment only subjected to In-Use Regulation; AND Under 25 horsepower equipment not subject to the In-Use Regulation Model Output: OFFROAD2021 (v1.0.5) Emissions Inventory
Region Type: County
Region: Riverside
Calendar Year: 2019
Scenario: All Adopted Rules - Exhaust
Vehicle Classification: OFFROAD2021 Equipment Types
Units: tons/day for Emissions, gallons/year for Fuel, hours/year for Activity, Horsepower-hours/year for Horsepower-hours Agriculture
Region Calendar
Year Vehicle Category Model Year Horsepower Bin Fuel Fuel Consumption (g/yr) ROG_tpd NOx_tpd CO_tpd SOx_tpd PM10_tpd PM2.5_tpd CO2_tpd CO2e_MTY Riverside 2019 Agricultural - Agricultural Tractors Aggregate Aggregate Gasoline 337.302 0.000 0.000 0.001 0.000 0.000 0.000 0.010 3 Riverside 2019 Agricultural - Agricultural Tractors Aggregate Aggregate Diesel 4,396,631.977 0.190 1.113 0.836 0.001 0.070 0.064 135.170 44,758 Riverside 2019 Agricultural - ATVs Aggregate Aggregate Gasoline 136,324.641 0.034 0.018 0.349 0.000 0.001 0.001 4.206 1,393 Riverside 2019 Agricultural - ATVs Aggregate Aggregate Diesel 76,658.009 0.003 0.016 0.016 0.000 0.001 0.001 2.357 780 Riverside 2019 Agricultural - ATVs Aggregate Aggregate Electric 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 Riverside 2019 Agricultural - Bale Wagons (Self Propelled) Aggregate Aggregate Diesel 12,760.678 0.000 0.003 0.002 0.000 0.000 0.000 0.392 130 Riverside 2019 Agricultural - Balers (Self Propelled) Aggregate Aggregate Diesel 1,023.376 0.000 0.000 0.000 0.000 0.000 0.000 0.031 10 Riverside 2019 Agricultural - Combine Harvesters Aggregate Aggregate Diesel 86,373.194 0.002 0.019 0.013 0.000 0.001 0.001 2.655 879 Riverside 2019 Agricultural - Construction Equipment Aggregate Aggregate Diesel 110,059.771 0.003 0.030 0.019 0.000 0.001 0.001 3.384 1,120 Riverside 2019 Agricultural - Cotton Pickers Aggregate Aggregate Diesel 3,838.593 0.000 0.001 0.001 0.000 0.000 0.000 0.118 39 Riverside 2019 Agricultural - Forage & Silage Harvesters Aggregate Aggregate Diesel 56,999.804 0.001 0.014 0.010 0.000 0.001 0.001 1.752 580 Riverside 2019 Agricultural - Forklifts Aggregate Aggregate Diesel 76,725.066 0.003 0.021 0.016 0.000 0.001 0.001 2.359 781 Riverside 2019 Agricultural - Hay Squeeze/Stack Retriever Aggregate Aggregate Diesel 14,277.675 0.000 0.003 0.002 0.000 0.000 0.000 0.439 145 Riverside 2019 Agricultural - Nut Harvester Aggregate Aggregate Diesel 155,621.952 0.006 0.043 0.030 0.000 0.003 0.002 4.784 1,584 Riverside 2019 Agricultural - Other Harvesters Aggregate Aggregate Diesel 130,427.340 0.004 0.031 0.021 0.000 0.002 0.001 4.010 1,328 Riverside 2019 Agricultural - Sprayers/Spray Rigs Aggregate Aggregate Diesel 270,200.180 0.011 0.079 0.053 0.000 0.005 0.005 8.307 2,751 Riverside 2019 Agricultural - Swathers/Windrowers/Hay Conditioners Aggregate Aggregate Diesel 47,918.978 0.002 0.012 0.008 0.000 0.001 0.001 1.473 488 TOTAL AGRICULTURAL OFFROAD (tons/yr) 5,576,178.535 0.261 1.403 1.378 0.002 0.086 0.079 171 56,771 ESTIMATED City of Wildomar (tons/year) 0.002 0.012 0.011 0.000 0.001 0.001 1.4 470 ESTIMATED City of Wildomar (lbs/year) 4.3 23.2 22.8 0.0 1.4 1.3 AGRICULTURAL ACREAGE: https://storymaps.arcgis.com/stories/e2126e2424af49ec9406a0e7ffdb9de7 2019 Farmland Acreage in Riverside County 209,338
Farmland Acreage in City of Wildomar 1,733
Percent in the unincorporated County 0.8%
1041
Construction and Mining
Region Calendar
Year Vehicle Category Model Year Horsepower
Bin Fuel Fuel Consumption (g/yr) ROG_tpd NOx_tpd CO_tpd SOx_tpd PM10_tpd PM2.5_tpd CO2_tpd CO2e_MTY Riverside 2019 Construction and Mining - Bore/Drill Rigs Aggregate Aggregate Diesel 352,197.712 0.003 0.044 0.032 0.000 0.002 0.001 10.828 3,585 Riverside 2019 Construction and Mining - Cranes Aggregate Aggregate Diesel 838,157.668 0.021 0.241 0.138 0.000 0.011 0.010 25.768 8,532 Riverside 2019 Construction and Mining - Crawler Tractors Aggregate Aggregate Diesel 2,071,537.349 0.050 0.557 0.291 0.001 0.027 0.025 63.687 21,088 Riverside 2019 Construction and Mining - Excavators Aggregate Aggregate Diesel 3,727,411.094 0.049 0.506 0.412 0.001 0.021 0.019 114.595 37,945 Riverside 2019 Construction and Mining - Graders Aggregate Aggregate Diesel 1,402,246.096 0.037 0.415 0.177 0.000 0.018 0.017 43.111 14,275 Riverside 2019 Construction and Mining - Misc - Asphalt Pavers Aggregate Aggregate Gasoline 9,007.373 0.001 0.001 0.053 0.000 0.001 0.000 0.151 50 Riverside 2019 Construction and Mining - Misc - Bore/Drill Rigs Aggregate Aggregate Gasoline 5,943.895 0.000 0.001 0.015 0.000 0.000 0.000 0.134 44 Riverside 2019 Construction and Mining - Misc - Bore/Drill Rigs Aggregate Aggregate Diesel 36.849 0.000 0.001 0.000 0.000 0.000 0.000 0.001 0 Riverside 2019 Construction and Mining - Misc - Cement And Mortar Mixers Aggregate Aggregate Gasoline 33,364.669 0.019 0.011 0.526 0.000 0.005 0.004 0.000 0 Riverside 2019 Construction and Mining - Misc - Cement And Mortar Mixers Aggregate Aggregate Diesel 53.705 0.000 0.001 0.001 0.000 0.000 0.000 0.002 1 Riverside 2019 Construction and Mining - Misc - Concrete/Industrial Saws Aggregate Aggregate Gasoline 42,286.745 0.014 0.010 0.459 0.000 0.006 0.004 0.357 118 Riverside 2019 Construction and Mining - Misc - Concrete/Industrial Saws Aggregate Aggregate Diesel 2,079.145 0.000 0.001 0.001 0.000 0.000 0.000 0.064 21 Riverside 2019 Construction and Mining - Misc - Cranes Aggregate Aggregate Gasoline 4,956.700 0.000 0.000 0.008 0.000 0.000 0.000 0.119 39 Riverside 2019 Construction and Mining - Misc - Crushing/Proc. Equipment Aggregate Aggregate Gasoline 206.984 0.000 0.000 0.003 0.000 0.000 0.000 0.000 0 Riverside 2019 Construction and Mining - Misc - Dumpers/Tenders Aggregate Aggregate Gasoline 3,462.401 0.002 0.001 0.050 0.000 0.001 0.000 0.008 3 Riverside 2019 Construction and Mining - Misc - Dumpers/Tenders Aggregate Aggregate Diesel 4.301 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 Riverside 2019 Construction and Mining - Misc - Excavators Aggregate Aggregate Diesel 30.782 0.000 0.001 0.000 0.000 0.000 0.000 0.001 0 Riverside 2019 Construction and Mining - Misc - Other Aggregate Aggregate Gasoline 7,595.650 0.000 0.000 0.006 0.000 0.000 0.000 0.191 63 Riverside 2019 Construction and Mining - Misc - Other Aggregate Aggregate Diesel 113.687 0.000 0.002 0.001 0.000 0.000 0.000 0.003 1 Riverside 2019 Construction and Mining - Misc - Pavers Aggregate Aggregate Diesel 8.076 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 Riverside 2019 Construction and Mining - Misc - Paving Equipment Aggregate Aggregate Gasoline 60,821.357 0.030 0.021 0.883 0.000 0.010 0.008 0.136 45 Riverside 2019 Construction and Mining - Misc - Paving Equipment Aggregate Aggregate Diesel 13.748 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 Riverside 2019 Construction and Mining - Misc - Plate Compactors Aggregate Aggregate Gasoline 21,707.893 0.013 0.008 0.343 0.000 0.003 0.003 0.000 0 Riverside 2019 Construction and Mining - Misc - Plate Compactors Aggregate Aggregate Diesel 38.414 0.000 0.001 0.001 0.000 0.000 0.000 0.001 0 Riverside 2019 Construction and Mining - Misc - Rollers Aggregate Aggregate Gasoline 30,299.855 0.007 0.006 0.225 0.000 0.002 0.002 0.429 142 Riverside 2019 Construction and Mining - Misc - Rollers Aggregate Aggregate Diesel 236.288 0.001 0.004 0.003 0.000 0.000 0.000 0.007 2 Riverside 2019 Construction and Mining - Misc - Rough Terrain Forklifts Aggregate Aggregate Gasoline 35,120.300 0.001 0.004 0.042 0.000 0.000 0.000 0.861 285 Riverside 2019 Construction and Mining - Misc - Rubber Tired Loaders Aggregate Aggregate Gasoline 18,523.750 0.001 0.002 0.026 0.000 0.000 0.000 0.448 148 Riverside 2019 Construction and Mining - Misc - Rubber Tired Loaders Aggregate Aggregate Diesel 5.015 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 Riverside 2019 Construction and Mining - Misc - Signal Boards Aggregate Aggregate Gasoline 620.931 0.000 0.000 0.010 0.000 0.000 0.000 0.000 0 1042
Riverside 2019 Construction and Mining - Misc - Signal Boards Aggregate Aggregate Diesel 1,498.505 0.002 0.010 0.008 0.000 0.000 0.000 0.046 15 Riverside 2019 Construction and Mining - Misc - Skid Steer Loaders Aggregate Aggregate Gasoline 67,052.857 0.010 0.008 0.327 0.000 0.003 0.003 1.229 407 Riverside 2019 Construction and Mining - Misc - Skid Steer Loaders Aggregate Aggregate Diesel 1,625.831 0.006 0.034 0.019 0.000 0.001 0.001 0.050 17 Riverside 2019 Construction and Mining - Misc - Surfacing Equipment Aggregate Aggregate Gasoline 26,642.784 0.016 0.012 0.418 0.000 0.005 0.004 0.000 0 Riverside 2019 Construction and Mining - Misc - Tampers/Rammers Aggregate Aggregate Gasoline 1,185.066 0.001 0.000 0.019 0.000 0.000 0.000 0.000 0 Riverside 2019 Construction and Mining - Misc - Tractors/Loaders/Backhoes Aggregate Aggregate Gasoline 11,935.500 0.000 0.001 0.016 0.000 0.000 0.000 0.289 96 Riverside 2019 Construction and Mining - Misc - Tractors/Loaders/Backhoes Aggregate Aggregate Diesel 146.673 0.000 0.003 0.002 0.000 0.000 0.000 0.005 1 Riverside 2019 Construction and Mining - Misc - Trenchers Aggregate Aggregate Gasoline 55,750.816 0.012 0.010 0.414 0.000 0.004 0.003 0.788 261 Riverside 2019 Construction and Mining - Misc - Trenchers Aggregate Aggregate Diesel 198.402 0.001 0.004 0.002 0.000 0.000 0.000 0.006 2 Riverside 2019 Construction and Mining - Off-Highway Tractors Aggregate Aggregate Diesel 788,037.372 0.016 0.137 0.110 0.000 0.007 0.007 24.227 8,022 Riverside 2019 Construction and Mining - Off-Highway Trucks Aggregate Aggregate Diesel 4,727,477.494 0.080 0.897 0.455 0.001 0.031 0.028 145.341 48,126 Riverside 2019 Construction and Mining - Other Aggregate Aggregate Diesel 1,055,176.870 0.021 0.220 0.136 0.000 0.011 0.010 32.440 10,742 Riverside 2019 Construction and Mining - Pavers Aggregate Aggregate Diesel 248,540.831 0.005 0.051 0.037 0.000 0.003 0.003 7.641 2,530 Riverside 2019 Construction and Mining - Paving Equipment Aggregate Aggregate Diesel 144,595.739 0.003 0.028 0.021 0.000 0.001 0.001 4.445 1,472 Riverside 2019 Construction and Mining - Rollers Aggregate Aggregate Diesel 644,404.032 0.016 0.133 0.124 0.000 0.008 0.007 19.811 6,560 Riverside 2019 Construction and Mining - Rough Terrain Forklifts Aggregate Aggregate Diesel 699,558.284 0.008 0.103 0.129 0.000 0.005 0.004 21.507 7,122 Riverside 2019 Construction and Mining - Rubber Tired Dozers Aggregate Aggregate Diesel 413,545.087 0.015 0.151 0.104 0.000 0.008 0.007 12.714 4,210 Riverside 2019 Construction and Mining - Rubber Tired Loaders Aggregate Aggregate Diesel 5,682,738.453 0.118 1.238 0.705 0.002 0.055 0.051 174.710 57,850 Riverside 2019 Construction and Mining - Scrapers Aggregate Aggregate Diesel 3,701,229.216 0.077 0.916 0.543 0.001 0.037 0.034 113.790 37,679 Riverside 2019 Construction and Mining - Skid Steer Loaders Aggregate Aggregate Diesel 677,635.501 0.009 0.109 0.129 0.000 0.005 0.004 20.833 6,898 Riverside 2019 Construction and Mining - Surfacing Equipment Aggregate Aggregate Diesel 77,767.195 0.001 0.012 0.007 0.000 0.000 0.000 2.391 792 Riverside 2019 Construction and Mining - Tractors/Loaders/Backhoes Aggregate Aggregate Diesel 5,178,014.872 0.105 1.040 0.954 0.001 0.062 0.057 159.192 52,712 Riverside 2019 Construction and Mining - Trenchers Aggregate Aggregate Diesel 213,999.682 0.007 0.054 0.041 0.000 0.004 0.003 6.579 2,179 TOTAL CONSTRUCTION OFFROAD (tons/yr) 33,086,845.494 0.779 7.010 8.426 0.009 0.360 0.324 1,009 334,083 ESTIMATED City of Wildomar (tons/year) 0.009 0.082 0.099 0.000 0.004 0.004 11.9 3,927 ESTIMATED City of Wildomar (lbs/year) 18.3 164.8 198.1 0.2 8.5 7.6 TOTAL PERMITS: https://socds.huduser.gov/permits/ 2015 2016 2017 2018 2019 Average Housing Permits in Riverside County 6158 6996 8,001 9,232 8,992 7,876 Housing Permits in the City of Wildomar 113 173 83 42 7 84 Percent in Wildomar 2% 2% 1% 0% 0% 1.2%
1043
Industrial and Light Commercial
Region Calendar
Year Vehicle Category Model Year Horsepower
Bin Fuel Fuel Consumption (g/yr) ROG_tpd NOx_tpd CO_tpd SOx_tpd PM10_tpd PM2.5_tpd CO2_tpd CO2e_MTY Riverside 2019 Industrial - Aerial Lifts Aggregate Aggregate Diesel 89,533.409 0.001 0.012 0.016 0.000 0.000 0.000 2.753 911 Riverside 2019 Industrial - Forklifts Aggregate Aggregate Diesel 376,971.777 0.011 0.096 0.080 0.000 0.007 0.006 11.590 3,838 Riverside 2019 Industrial - Misc - Aerial Lifts Aggregate Aggregate Gasoline 39,596.500 0.003 0.003 0.112 0.000 0.001 0.001 0.862 285 Riverside 2019 Industrial - Misc - Aerial Lifts Aggregate Aggregate Diesel 62.492 0.000 0.001 0.001 0.000 0.000 0.000 0.002 1 Riverside 2019 Industrial - Misc - Aerial Lifts Aggregate Aggregate Electric 851.780 0.000 0.000 0.016 0.000 0.000 0.000 0.000 0 Riverside 2019 Industrial - Misc - Forklifts Aggregate Aggregate Gasoline 1,252,425.843 0.027 0.123 2.903 0.000 0.002 0.001 28.431 9,414 Riverside 2019 Industrial - Misc - Forklifts Aggregate Aggregate Electric 94.191 0.000 0.000 0.002 0.000 0.000 0.000 0.000 0 Riverside 2019 Industrial - Misc - Forklifts Aggregate Aggregate Nat Gas 3,125,027.800 0.000 0.246 2.275 0.000 0.005 0.000 56.587 18,737 Riverside 2019 Industrial - Misc - Other General Industrial Equipment Aggregate Aggregate Gasoline 21,252.843 0.001 0.002 0.106 0.000 0.000 0.000 0.392 130 Riverside 2019 Industrial - Misc - Other General Industrial Equipment Aggregate Aggregate Diesel 48.347 0.000 0.001 0.001 0.000 0.000 0.000 0.001 0 Riverside 2019 Industrial - Misc - Other Material Handling Equipment Aggregate Aggregate Gasoline 9,344.000 0.000 0.001 0.010 0.000 0.000 0.000 0.232 77 Riverside 2019 Industrial - Misc - Sweepers/Scrubbers Aggregate Aggregate Gasoline 71,145.527 0.002 0.005 0.152 0.000 0.000 0.000 1.635 542 Riverside 2019 Industrial - Misc - Sweepers/Scrubbers Aggregate Aggregate Diesel 12.385 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 Riverside 2019 Industrial - Other General Industrial Equipment Aggregate Aggregate Diesel 182,066.552 0.005 0.037 0.032 0.000 0.002 0.002 5.597 1,853 Riverside 2019 Industrial - Other Material Handling Equipment Aggregate Aggregate Diesel 106,746.068 0.002 0.021 0.014 0.000 0.001 0.001 3.282 1,087 Riverside 2019 Light Commercial - Misc - Air Compressors Aggregate Aggregate Gasoline 1,452,824.057 0.179 0.111 9.570 0.000 0.001 0.001 23.246 7,697 Riverside 2019 Light Commercial - Misc - Air Compressors Aggregate Aggregate Diesel 35,122.978 0.002 0.008 0.009 0.000 0.000 0.000 1.080 358 Riverside 2019 Light Commercial - Misc - Air Compressors Aggregate Aggregate Electric 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 Riverside 2019 Light Commercial - Misc - Gas Compressors Aggregate Aggregate Nat Gas 418,322.850 0.000 0.024 0.279 0.000 0.000 0.000 7.618 2,523 Riverside 2019 Light Commercial - Misc - Generator Sets Aggregate Aggregate Gasoline 2,348,513.615 0.516 0.198 13.972 0.001 0.002 0.003 39.148 12,963 Riverside 2019 Light Commercial - Misc - Generator Sets Aggregate Aggregate Diesel 195,211.229 0.007 0.046 0.036 0.000 0.002 0.002 6.002 1,987 Riverside 2019 Light Commercial - Misc - Generator Sets Aggregate Aggregate Electric 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 Riverside 2019 Light Commercial - Misc - Generator Sets Aggregate Aggregate Nat Gas 13,399.150 0.000 0.001 0.007 0.000 0.000 0.000 0.248 82 Riverside 2019 Light Commercial - Misc - Pressure Washers Aggregate Aggregate Gasoline 1,031,221.333 0.129 0.058 7.043 0.000 0.000 0.001 16.133 5,342 Riverside 2019 Light Commercial - Misc - Pressure Washers Aggregate Aggregate Diesel 1,009.237 0.000 0.000 0.000 0.000 0.000 0.000 0.031 10 Riverside 2019 Light Commercial - Misc - Pressure Washers Aggregate Aggregate Electric 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 Riverside 2019 Light Commercial - Misc - Pumps Aggregate Aggregate Gasoline 299,063.097 0.041 0.021 1.391 0.000 0.000 0.000 5.653 1,872 Riverside 2019 Light Commercial - Misc - Pumps Aggregate Aggregate Diesel 106,426.074 0.004 0.025 0.021 0.000 0.001 0.001 3.272 1,083 Riverside 2019 Light Commercial - Misc - Pumps Aggregate Aggregate Electric 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 Riverside 2019 Light Commercial - Misc - Welders Aggregate Aggregate Gasoline 634,769.228 0.089 0.043 4.110 0.000 0.000 0.001 10.212 3,381 Riverside 2019 Light Commercial - Misc - Welders Aggregate Aggregate Diesel 191,680.943 0.008 0.045 0.044 0.000 0.002 0.002 5.893 1,951 Riverside 2019 Light Commercial - Misc - Welders Aggregate Aggregate Electric 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 TOTAL LIGHT COMMERCIAL + INDUSTRIAL OFFROAD (tons/yr) 12,002,743.306 1.027 1.128 42.201 0.002 0.029 0.023 230 76,125 ESTIMATED City of Wildomar (tons/year) 0.010 0.011 0.394 0.000 0.000 0.000 2.147 711 ESTIMATED City of Wildomar (lbs/year) 19.18 21.07 788.15 0.04 0.54 0.43 EMPLOYMENT https://ledextract.ces.census.gov/qwi/all 2019 Employment in Riverside County 625,513
Employment in City of Wildomar 5,841
Percent in Wildomar 0.9%
1044
Lawn and Garden
Region Calendar
Year Vehicle Category Model Year Horsepower
Bin Fuel Fuel Consumption (g/yr) ROG_tpd NOx_tpd CO_tpd SOx_tpd PM10_tpd PM2.5_tpd CO2_tpd CO2e_MTY Riverside 2019 Lawn and Garden - Misc - Chainsaws Aggregate Aggregate Gasoline 397,507.116 0.457 0.014 1.343 0.000 0.006 0.004 6.966 2,307 Riverside 2019 Lawn and Garden - Misc - Chainsaws Aggregate Aggregate Electric 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 Riverside 2019 Lawn and Garden - Misc - Chainsaws Preempt Aggregate Aggregate Gasoline 233,465.996 0.397 0.014 0.723 0.000 0.003 0.002 3.751 1,242 Riverside 2019 Lawn and Garden - Misc - Chainsaws Preempt Aggregate Aggregate Electric 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 Riverside 2019 Lawn and Garden - Misc - Chippers/Stump Grinders Aggregate Aggregate Gasoline 4,008.751 0.001 0.000 0.026 0.000 0.000 0.000 0.064 21 Riverside 2019 Lawn and Garden - Misc - Chippers/Stump Grinders Aggregate Aggregate Diesel 253.346 0.000 0.000 0.000 0.000 0.000 0.000 0.008 3 Riverside 2019 Lawn and Garden - Misc - Chippers/Stump Grinders Aggregate Aggregate Electric 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 Riverside 2019 Lawn and Garden - Misc - Lawn Mowers Aggregate Aggregate Gasoline 941,131.400 0.138 0.075 5.386 0.000 0.004 0.003 16.292 5,395 Riverside 2019 Lawn and Garden - Misc - Lawn Mowers Aggregate Aggregate Electric 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 Riverside 2019 Lawn and Garden - Misc - Leaf Blowers/Vacuums Aggregate Aggregate Gasoline 1,031,375.810 0.754 0.026 3.687 0.000 0.011 0.008 19.254 6,375 Riverside 2019 Lawn and Garden - Misc - Leaf Blowers/Vacuums Aggregate Aggregate Electric 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 Riverside 2019 Lawn and Garden - Misc - Other Aggregate Aggregate Gasoline 19,207.485 0.002 0.001 0.122 0.000 0.000 0.000 0.316 105 Riverside 2019 Lawn and Garden - Misc - Other Aggregate Aggregate Diesel 127.075 0.000 0.000 0.000 0.000 0.000 0.000 0.004 1 Riverside 2019 Lawn and Garden - Misc - Rear Engine Riding Mowers Aggregate Aggregate Gasoline 1,770,410.541 0.276 0.135 12.174 0.000 0.002 0.002 27.382 9,067 Riverside 2019 Lawn and Garden - Misc - Rear Engine Riding Mowers Aggregate Aggregate Diesel 101,805.255 0.004 0.023 0.014 0.000 0.001 0.001 3.130 1,036 Riverside 2019 Lawn and Garden - Misc - Rear Engine Riding Mowers Aggregate Aggregate Electric 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 Riverside 2019 Lawn and Garden - Misc - Snowblowers Aggregate Aggregate Gasoline 637.636 0.000 0.000 0.005 0.000 0.000 0.000 0.010 3 Riverside 2019 Lawn and Garden - Misc - Snowblowers Aggregate Aggregate Electric 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 Riverside 2019 Lawn and Garden - Misc - Tillers Aggregate Aggregate Gasoline 18,007.264 0.006 0.001 0.100 0.000 0.000 0.000 0.306 101 Riverside 2019 Lawn and Garden - Misc - Tillers Aggregate Aggregate Electric 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 Riverside 2019 Lawn and Garden - Misc - Trimmers/Edgers/Brush Cutters Aggregate Aggregate Gasoline 779,515.845 0.485 0.029 2.848 0.000 0.004 0.003 14.748 4,883 Riverside 2019 Lawn and Garden - Misc - Trimmers/Edgers/Brush Cutters Aggregate Aggregate Electric 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0 Riverside 2019 Lawn and Garden - Misc - Wood Splitters Aggregate Aggregate Gasoline 166,539.216 0.029 0.012 1.054 0.000 0.000 0.000 2.708 897 TOTAL LAWN & GARDEN (tons/yr) 5,463,992.735 2.550 0.331 27.483 0.001 0.032 0.024 95 31,436 ESTIMATED City of Wildomar (tons/year) 0.036 0.005 0.392 0.000 0.000 0.000 1.354 448 ESTIMATED City of WIldomar (lbs/day) 73 9 784 0 1 1
HOUSING UNITS https://data.census.gov/table?g=050XX00US06065_040XX00US06&tid=ACSDP5Y2019.DP04 2019 Housing Units in Riverside County (2019) 840,501
Housing Units in City of Wildomar 11,988
Percent in Wildomar 1.4%
1045
Wildomar VMT
Source: Chen Ryan Transportation 2023.

Total Daily
VMT
Total with
RTAC Residents Jobs Service Population VMT/SP VMT/SP w
RTAC
Wildomar
Internal OD
VMT
Wildomar
External OD
VMT
Existing 360,111 1,087,978 1,448,089 904,100 37,326 5,841 43,167 33.5 20.9 Current General Plan 584,371 1,474,386 2,058,757 1,321,564 60,045 9,516 69,561 29.6 19.0 2045 607,229 1,689,240 2,296,469 1,451,849 65,325 12,115 77,440 29.7 18.7 Notes: Total may not add to 100% due to rounding.

Percent VMT from Housing assumes trip lengths for residential and non-residential land uses are similar.

Daily VMT
Modeling of vehicle miles traveled (VMT) is provided by Chen Ryan Transportation is based on the RIVCOM Model. VMT from passenger vehicles and trucks that have an origin or destination in the City using a transportation origin-destination methodology. Accounting of VMT is based on the recommendations of CARB’s Regional Targets Advisory Committee (RTAC) created under Senate Bill 375 (SB 375). For accounting purposes, there are two types of trips:
»   Internal OD VMT include vehicle trips that originated and terminated within the City boundary. »  External OD VMT includes vehicle trips that either originated or terminated (but not both) within the City. 1046
Wildomar — TRANSPORTATION SECTOR
Criteria Air Pollutant Emissions
ROG NOx CO SOx PM10 PM2.5
Existing 70 780 2,559 8 61 28
Existing in year 2045 11 167 930 6 51 18
Proposed GP 2045 18 268 1,493 9 82 29
Change from Existing Land Uses (2045 Emission Rates) -7 -101 -563 -3 -31 -11 Change from Existing Conditions (2019-2045) -52 -512 -1,066 1 21 1 Current General Plan (2045) 17 244 1,359 8 74 27
Change from Current General Plan 2 24 134 1 7 3

GHG EMISSIONS
MTons/year
CO2 CH4 N2O CO2e
Existing 134,650 3 7 136,705
Current GP 134,971 1 7 136,901
Proposed GP 2045 148,277 1 8 150,397
Change from Existing 13,627 -1 0 13,692
Change from Current GP 13,306 0 1 13,496
Note: MTons = metric tons; CO2e = carbon dioxide-equivalent.

Source: EMFAC2021 V. 1.0.2. , Web Database - Emissions Rates. Sub-Area Riverside (SC). Based on the Intergovernmental Panel on Climate Change (IPCC) Fifth Assessment Report (AR5) Global Warming Potentials (GWPs)
Note: MTons = metric tons; CO2e = carbon dioxide-equivalent. lbs/day
1047
Year 2019 Existing: Criteria Air Pollutants
Source: EMFAC2021 (v1.0.2) Emission Rates, Riverside (SC) Sub-Area, Average Speed, Average Fleet Daily VMT 904,100
Vehicle Type Fuel Type Percent of
VMT
Adjusted
Percent
VMT
ROG NOx CO SOx PM10 PM2.5
All Other Buses Diesel 0.02% 0.02% 0.26 3.86 0.75 0.00 0.19 0.17 All Other Buses Natural Gas 0.00% 0.00% 0.00 0.01 0.14 0.00 0.00 0.00 LDA Gasoline 49.79% 49.79% 14.81 63.56 991.66 2.98 16.27 5.73 LDA Diesel 0.19% 0.19% 0.11 0.97 1.23 0.01 0.13 0.08
LDA Electricity 0.37% 0.37% 0.00 0.00 0.00 0.00 0.09 0.03 LDA Plug-in Hybrid 0.89% 0.89% 0.03 0.06 4.27 0.03 0.22 0.07 LDT1 Gasoline 4.08% 4.08% 5.58 24.16 242.06 0.29 1.59 0.63 LDT1 Diesel 0.00% 0.00% 0.01 0.05 0.06 0.00 0.01 0.01
LDT1 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 LDT1 Plug-in Hybrid 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 LDT2 Gasoline 18.07% 18.07% 7.54 46.62 465.36 1.37 6.33 2.25 LDT2 Diesel 0.05% 0.05% 0.02 0.10 0.16 0.00 0.03 0.02
LDT2 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 LDT2 Plug-in Hybrid 0.03% 0.03% 0.00 0.00 0.13 0.00 0.01 0.00 LHD1 Gasoline 1.63% 1.63% 1.29 8.88 43.83 0.23 2.83 0.99 LHD1 Diesel 1.47% 1.47% 4.04 79.88 14.25 0.14 3.65 1.86 LHD2 Gasoline 0.23% 0.23% 0.11 0.98 4.33 0.03 0.46 0.16 LHD2 Diesel 0.64% 0.64% 1.51 25.58 4.46 0.07 1.71 0.82
MCY Gasoline 0.38% 0.38% 9.68 4.83 113.52 0.01 0.13 0.05 MDV Gasoline 15.77% 15.77% 11.31 64.00 534.13 1.46 5.63 2.01 MDV Diesel 0.27% 0.27% 0.11 1.30 1.60 0.02 0.15 0.09
MDV Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 MDV Plug-in Hybrid 0.06% 0.06% 0.00 0.00 0.29 0.00 0.02 0.01 MH Gasoline 0.14% 0.14% 0.22 1.32 7.19 0.05 0.16 0.05
MH Diesel 0.05% 0.05% 0.07 4.46 0.34 0.01 0.21 0.16
Motor Coach Diesel 0.01% 0.01% 0.04 1.04 0.16 0.00 0.05 0.03 OBUS Gasoline 0.04% 0.04% 0.06 0.49 1.50 0.01 0.04 0.01 PTO Diesel 0.11% 0.11% 0.65 12.80 2.27 0.05 0.21 0.20
SBUS Gasoline 0.04% 0.04% 0.15 0.47 3.19 0.01 0.04 0.02 SBUS Diesel 0.03% 0.03% 0.09 5.10 0.22 0.01 0.07 0.04
SBUS Natural Gas 0.02% 0.02% 0.03 0.47 8.37 0.00 0.03 0.01 T6 CAIRP Class 4 Diesel 0.00% 0.00% 0.00 0.03 0.00 0.00 0.00 0.00 T6 CAIRP Class 5 Diesel 0.00% 0.00% 0.00 0.03 0.00 0.00 0.00 0.00 T6 CAIRP Class 6 Diesel 0.00% 0.00% 0.00 0.10 0.01 0.00 0.01 0.00 T6 CAIRP Class 7 Diesel 0.01% 0.01% 0.02 0.66 0.09 0.00 0.04 0.02 T6 CAIRP Class 7 Natural Gas 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Instate Delivery Class 4 Diesel 0.03% 0.03% 0.19 4.16 0.68 0.01 0.18 0.15 T6 Instate Delivery Class 4 Natural Gas 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Instate Delivery Class 5 Diesel 0.03% 0.03% 0.09 1.99 0.34 0.01 0.11 0.08 T6 Instate Delivery Class 5 Natural Gas 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Instate Delivery Class 6 Diesel 0.09% 0.09% 0.37 8.38 1.32 0.02 0.39 0.31 T6 Instate Delivery Class 6 Natural Gas 0.00% 0.00% 0.00 0.00 0.02 0.00 0.00 0.00 T6 Instate Delivery Class 7 Diesel 0.02% 0.02% 0.06 2.09 0.21 0.00 0.07 0.05 T6 Instate Delivery Class 7 Natural Gas 0.00% 0.00% 0.00 0.00 0.01 0.00 0.00 0.00 T6 Instate Other Class 4 Diesel 0.14% 0.14% 0.75 16.27 2.71 0.03 0.75 0.62 T6 Instate Other Class 4 Natural Gas 0.00% 0.00% 0.00 0.00 0.01 0.00 0.00 0.00 T6 Instate Other Class 5 Diesel 0.36% 0.36% 0.71 15.60 2.80 0.08 1.02 0.73 T6 Instate Other Class 5 Natural Gas 0.00% 0.00% 0.00 0.00 0.03 0.00 0.00 0.00 T6 Instate Other Class 6 Diesel 0.25% 0.25% 0.89 19.15 3.28 0.05 1.00 0.79 T6 Instate Other Class 6 Natural Gas 0.00% 0.00% 0.00 0.00 0.03 0.00 0.00 0.00 T6 Instate Other Class 7 Diesel 0.13% 0.13% 0.46 11.06 1.42 0.03 0.47 0.36 T6 Instate Other Class 7 Natural Gas 0.00% 0.00% 0.00 0.01 0.10 0.00 0.00 0.00 T6 Instate Tractor Class 6 Diesel 0.00% 0.00% 0.01 0.22 0.03 0.00 0.01 0.01 T6 Instate Tractor Class 7 Diesel 0.06% 0.06% 0.16 4.82 0.55 0.01 0.18 0.13 T6 Instate Tractor Class 7 Natural Gas 0.00% 0.00% 0.00 0.00 0.03 0.00 0.00 0.00 T6 OOS Class 4 Diesel 0.00% 0.00% 0.00 0.02 0.00 0.00 0.00 0.00 lbs/day
1048
T6 OOS Class 5 Diesel 0.00% 0.00% 0.00 0.02 0.00 0.00 0.00 0.00 T6 OOS Class 6 Diesel 0.00% 0.00% 0.00 0.06 0.01 0.00 0.00 0.00 T6 OOS Class 7 Diesel 0.01% 0.01% 0.02 0.46 0.06 0.00 0.02 0.02 T6 Public Class 4 Diesel 0.01% 0.01% 0.01 1.18 0.02 0.00 0.01 0.01 T6 Public Class 4 Natural Gas 0.00% 0.00% 0.00 0.00 0.01 0.00 0.00 0.00 T6 Public Class 5 Diesel 0.01% 0.01% 0.01 0.87 0.02 0.00 0.02 0.01 T6 Public Class 5 Natural Gas 0.00% 0.00% 0.00 0.00 0.08 0.00 0.00 0.00 T6 Public Class 6 Diesel 0.02% 0.02% 0.02 2.82 0.06 0.00 0.03 0.02 T6 Public Class 6 Natural Gas 0.00% 0.00% 0.00 0.00 0.03 0.00 0.00 0.00 T6 Public Class 7 Diesel 0.03% 0.03% 0.06 6.54 0.15 0.01 0.08 0.05 T6 Public Class 7 Natural Gas 0.00% 0.00% 0.00 0.00 0.05 0.00 0.00 0.00 T6 Utility Class 5 Diesel 0.02% 0.02% 0.00 0.37 0.02 0.00 0.02 0.01 T6 Utility Class 5 Natural Gas 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Utility Class 6 Diesel 0.00% 0.00% 0.00 0.11 0.00 0.00 0.00 0.00 T6 Utility Class 6 Natural Gas 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Utility Class 7 Diesel 0.00% 0.00% 0.00 0.14 0.01 0.00 0.01 0.00 T6 Utility Class 7 Natural Gas 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6TS Gasoline 0.13% 0.13% 0.35 2.30 9.55 0.04 0.14 0.05 T7 CAIRP Class 8 Diesel 0.81% 0.81% 1.31 56.28 4.95 0.24 2.88 1.59 T7 CAIRP Class 8 Natural Gas 0.00% 0.00% 0.00 0.02 0.47 0.00 0.01 0.00 T7 NNOOS Class 8 Diesel 0.97% 0.97% 2.57 71.96 10.58 0.29 4.26 2.67 T7 NOOS Class 8 Diesel 0.35% 0.35% 0.66 25.46 2.49 0.10 1.30 0.74 T7 POLA Class 8 Diesel 0.56% 0.56% 0.85 50.34 2.57 0.17 1.72 0.80 T7 POLA Class 8 Natural Gas 0.03% 0.03% 0.01 0.26 4.97 0.00 0.06 0.02 T7 Public Class 8 Diesel 0.07% 0.07% 0.12 17.48 0.50 0.02 0.29 0.17 T7 Public Class 8 Natural Gas 0.01% 0.01% 0.00 0.10 1.93 0.00 0.03 0.01 T7 Single Concrete/Transit Mix Class 8 Diesel 0.22% 0.22% 0.30 10.13 1.42 0.07 0.85 0.50 T7 Single Concrete/Transit Mix Class 8 Natural Gas 0.01% 0.01% 0.00 0.09 1.58 0.00 0.03 0.01 T7 Single Dump Class 8 Diesel 0.17% 0.17% 0.37 14.36 1.46 0.05 0.67 0.39 T7 Single Dump Class 8 Natural Gas 0.01% 0.01% 0.00 0.08 1.38 0.00 0.03 0.01 T7 Single Other Class 8 Diesel 0.15% 0.15% 0.50 15.20 2.00 0.05 0.74 0.48 T7 Single Other Class 8 Natural Gas 0.01% 0.01% 0.00 0.06 1.18 0.00 0.02 0.01 T7 SWCV Class 8 Diesel 0.02% 0.02% 0.00 5.00 0.00 0.01 0.08 0.03 T7 SWCV Class 8 Natural Gas 0.01% 0.01% 0.03 0.71 2.00 0.00 0.06 0.02 T7 Tractor Class 8 Diesel 0.66% 0.66% 1.51 59.60 5.78 0.20 2.62 1.53 T7 Tractor Class 8 Natural Gas 0.02% 0.02% 0.00 0.11 2.06 0.00 0.03 0.01 T7 Utility Class 8 Diesel 0.01% 0.01% 0.01 0.56 0.02 0.00 0.04 0.01 T7IS Gasoline 0.00% 0.00% 0.08 0.36 3.18 0.00 0.00 0.00 UBUS Gasoline 0.04% 0.04% 0.01 0.13 0.36 0.01 0.10 0.04 UBUS Diesel 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00
UBUS Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 UBUS Natural Gas 0.08% 0.08% 0.03 0.99 39.13 0.00 0.21 0.07 TOTAL 100% 100% 70 780 2,559 8 61 28
1049
Year 2019 Existing: Greenhouse Gas Emissions
Source: EMFAC2021 (v1.0.2) Emission Rates, Riverside (SC) Sub-Area, Average Speed, Average Fleet CO2 (Pavley) CH4 N2O
Daily VMT 904,100 AR5 GWP AR5 GWP AR5 GWP
Annual VMT 313,722,700 1 28 265
Vehicle Type Fuel Type Percent of
VMT
Adjusted
Percent VMT
CO2 CH4 N2O CO2e
All Other Buses Diesel 0.02% 0.02% 83 0.00 0.01 87
All Other Buses Natural Gas 0.00% 0.00% 8 0.00 0.00 9
LDA Gasoline 49.79% 49.79% 47,389 0.58 0.95 47,657
LDA Diesel 0.19% 0.19% 143 0.00 0.02 149
LDA Electricity 0.37% 0.37% 0 0.00 0.00 0
LDA Plug-in Hybrid 0.89% 0.89% 413 0.00 0.00 413
LDT1 Gasoline 4.08% 4.08% 4,651 0.19 0.24 4,721
LDT1 Diesel 0.00% 0.00% 2 0.00 0.00 2
LDT1 Electricity 0.00% 0.00% 0 0.00 0.00 0
LDT1 Plug-in Hybrid 0.00% 0.00% 0 0.00 0.00 0
LDT2 Gasoline 18.07% 18.07% 21,869 0.28 0.53 22,018
LDT2 Diesel 0.05% 0.05% 53 0.00 0.01 55
LDT2 Electricity 0.00% 0.00% 0 0.00 0.00 0
LDT2 Plug-in Hybrid 0.03% 0.03% 13 0.00 0.00 13
LHD1 Gasoline 1.63% 1.63% 3,600 0.04 0.08 3,623
LHD1 Diesel 1.47% 1.47% 2,296 0.03 0.36 2,393
LHD2 Gasoline 0.23% 0.23% 552 0.00 0.01 554
LHD2 Diesel 0.64% 0.64% 1,218 0.01 0.19 1,270
MCY Gasoline 0.38% 0.38% 227 0.22 0.05 247
MDV Gasoline 15.77% 15.77% 23,177 0.38 0.66 23,362
MDV Diesel 0.27% 0.27% 387 0.00 0.06 403
MDV Electricity 0.00% 0.00% 0 0.00 0.00 0
MDV Plug-in Hybrid 0.06% 0.06% 28 0.00 0.00 28
MH Gasoline 0.14% 0.14% 790 0.01 0.01 793
MH Diesel 0.05% 0.05% 150 0.00 0.02 157
Motor Coach Diesel 0.01% 0.01% 68 0.00 0.01 70
OBUS Gasoline 0.04% 0.04% 218 0.00 0.00 219
PTO Diesel 0.11% 0.11% 773 0.00 0.12 805
SBUS Gasoline 0.04% 0.04% 113 0.00 0.00 114
SBUS Diesel 0.03% 0.03% 115 0.00 0.02 119
SBUS Natural Gas 0.02% 0.02% 131 0.37 0.03 148
T6 CAIRP Class 4 Diesel 0.00% 0.00% 2 0.00 0.00 2
T6 CAIRP Class 5 Diesel 0.00% 0.00% 3 0.00 0.00 3
T6 CAIRP Class 6 Diesel 0.00% 0.00% 8 0.00 0.00 8
T6 CAIRP Class 7 Diesel 0.01% 0.01% 48 0.00 0.01 50
T6 CAIRP Class 7 Natural Gas 0.00% 0.00% 0 0.00 0.00 0
T6 Instate Delivery Class 4 Diesel 0.03% 0.03% 115 0.00 0.02 119 T6 Instate Delivery Class 4 Natural Gas 0.00% 0.00% 0 0.00 0.00 0 T6 Instate Delivery Class 5 Diesel 0.03% 0.03% 112 0.00 0.02 117 T6 Instate Delivery Class 5 Natural Gas 0.00% 0.00% 0 0.00 0.00 0 T6 Instate Delivery Class 6 Diesel 0.09% 0.09% 311 0.00 0.05 325 T6 Instate Delivery Class 6 Natural Gas 0.00% 0.00% 1 0.00 0.00 1 T6 Instate Delivery Class 7 Diesel 0.02% 0.02% 71 0.00 0.01 74 T6 Instate Delivery Class 7 Natural Gas 0.00% 0.00% 1 0.00 0.00 1 T6 Instate Other Class 4 Diesel 0.14% 0.14% 488 0.01 0.08 508 T6 Instate Other Class 4 Natural Gas 0.00% 0.00% 0 0.00 0.00 1 T6 Instate Other Class 5 Diesel 0.36% 0.36% 1,253 0.01 0.20 1,306 T6 Instate Other Class 5 Natural Gas 0.00% 0.00% 2 0.00 0.00 2 T6 Instate Other Class 6 Diesel 0.25% 0.25% 859 0.01 0.14 895 T6 Instate Other Class 6 Natural Gas 0.00% 0.00% 1 0.00 0.00 2 T6 Instate Other Class 7 Diesel 0.13% 0.13% 455 0.00 0.07 474 T6 Instate Other Class 7 Natural Gas 0.00% 0.00% 6 0.00 0.00 7 T6 Instate Tractor Class 6 Diesel 0.00% 0.00% 6 0.00 0.00 7 T6 Instate Tractor Class 7 Diesel 0.06% 0.06% 183 0.00 0.03 191 T6 Instate Tractor Class 7 Natural Gas 0.00% 0.00% 2 0.00 0.00 2 T6 OOS Class 4 Diesel 0.00% 0.00% 1 0.00 0.00 1
T6 OOS Class 5 Diesel 0.00% 0.00% 2 0.00 0.00 2
Daily vehicles miles traveled (VMT) multiplied by 347 days/year to account for reduced traffic on weekends and holidays. This assumption is consistent with the California Air Resources Board's (CARB) methodology within the 2008 Climate Change Scoping Plan Measure Documentation Supplement. 1050
T6 OOS Class 6 Diesel 0.00% 0.00% 5 0.00 0.00 5
T6 OOS Class 7 Diesel 0.01% 0.01% 32 0.00 0.01 34
T6 Public Class 4 Diesel 0.01% 0.01% 23 0.00 0.00 24
T6 Public Class 4 Natural Gas 0.00% 0.00% 0 0.00 0.00 0 T6 Public Class 5 Diesel 0.01% 0.01% 36 0.00 0.01 38
T6 Public Class 5 Natural Gas 0.00% 0.00% 4 0.00 0.00 5 T6 Public Class 6 Diesel 0.02% 0.02% 53 0.00 0.01 55
T6 Public Class 6 Natural Gas 0.00% 0.00% 2 0.00 0.00 2 T6 Public Class 7 Diesel 0.03% 0.03% 115 0.00 0.02 120
T6 Public Class 7 Natural Gas 0.00% 0.00% 3 0.00 0.00 3 T6 Utility Class 5 Diesel 0.02% 0.02% 57 0.00 0.01 60
T6 Utility Class 5 Natural Gas 0.00% 0.00% 0 0.00 0.00 0 T6 Utility Class 6 Diesel 0.00% 0.00% 11 0.00 0.00 11
T6 Utility Class 6 Natural Gas 0.00% 0.00% 0 0.00 0.00 0 T6 Utility Class 7 Diesel 0.00% 0.00% 15 0.00 0.00 16
T6 Utility Class 7 Natural Gas 0.00% 0.00% 0 0.00 0.00 0 T6TS Gasoline 0.13% 0.13% 678 0.01 0.02 682
T7 CAIRP Class 8 Diesel 0.81% 0.81% 4,040 0.01 0.64 4,209 T7 CAIRP Class 8 Natural Gas 0.00% 0.00% 12 0.01 0.00 13 T7 NNOOS Class 8 Diesel 0.97% 0.97% 4,836 0.02 0.76 5,039 T7 NOOS Class 8 Diesel 0.35% 0.35% 1,744 0.00 0.27 1,817 T7 POLA Class 8 Diesel 0.56% 0.56% 2,851 0.01 0.45 2,970 T7 POLA Class 8 Natural Gas 0.03% 0.03% 106 0.07 0.02 114 T7 Public Class 8 Diesel 0.07% 0.07% 375 0.00 0.06 391
T7 Public Class 8 Natural Gas 0.01% 0.01% 47 0.03 0.01 51 T7 Single Concrete/Transit Mix Cla Diesel 0.22% 0.22% 1,120 0.00 0.18 1,166 T7 Single Concrete/Transit Mix Cla Natural Gas 0.01% 0.01% 50 0.04 0.01 54 T7 Single Dump Class 8 Diesel 0.17% 0.17% 862 0.00 0.14 898 T7 Single Dump Class 8 Natural Gas 0.01% 0.01% 43 0.03 0.01 47 T7 Single Other Class 8 Diesel 0.15% 0.15% 790 0.00 0.12 823 T7 Single Other Class 8 Natural Gas 0.01% 0.01% 36 0.03 0.01 39 T7 SWCV Class 8 Diesel 0.02% 0.02% 188 0.00 0.03 196
T7 SWCV Class 8 Natural Gas 0.01% 0.01% 45 0.08 0.01 49 T7 Tractor Class 8 Diesel 0.66% 0.66% 3,244 0.01 0.51 3,380 T7 Tractor Class 8 Natural Gas 0.02% 0.02% 58 0.04 0.01 62 T7 Utility Class 8 Diesel 0.01% 0.01% 71 0.00 0.01 73
T7IS Gasoline 0.00% 0.00% 13 0.00 0.00 13
UBUS Gasoline 0.04% 0.04% 214 0.00 0.00 215
UBUS Diesel 0.00% 0.00% 0 0.00 0.00 0
UBUS Electricity 0.00% 0.00% 0 0.00 0.00 0
UBUS Natural Gas 0.08% 0.08% 471 0.35 0.10 506
100% 100% 134650.18 2.93 7.44 136704.82
1051
Source: EMFAC2021 (v1.0.2) Emission Rates
Region Type: Sub-Area
Region: Riverside (SC)
Calendar Year: 2019
Season: Annual
Vehicle Classification: EMFAC202x Categories
Units: miles/day for CVMT and EVMT, trips/day for Trips, g/mile for RUNEX, PMBW and PMTW, g/trip for STREX, HOTSOAK and RUNLOSS, g/vehicle/day for IDLEX and DIURN. PHEV calculated based on total VMT. #####
Vehicle Category Fuel ROG_RUNEX NOx_RUNEX CO_RUNEX SOx_RUNEX PM10_RUNEX PM10_PMT
W PM10_PMBW PM10_TOTAL
PM2.5_RUNE
X
PM2.5_PM
TW
PM2.5_PMB
W PM 2.5 Total CO2_RUNEX CH4_RUNEX N2O_RUNEX VMT Total % of VMT All Other Buses Diesel 0.5145982 7.7868259 1.5046591 0.0100653 0.3314315 0.012 0.0420527 0.3854842 0.3170939 0.003 0.0147184 0.3348123 1063.8816 0.0239018 0.1674643 10137.17451 0.02% All Other Buses Natural Gas 0.0055372 0.1330656 2.1890906 0 0.000482 0.012 0.0420527 0.0545347 0.0004432 0.003 0.0147184 0.0181616 785.12487 0.3875387 0.1600528 1316.989021 0.00% LDA Gasoline 0.014926 0.0640451 0.9992264 0.0030021 0.0014596 0.008 0.0069336 0.0163932 0.0013421 0.002 0.0024268 0.0057689 303.3751 0.0036949 0.0060895 20289766.96 49.79% LDA Diesel 0.0291454 0.2587594 0.328023 0.0022976 0.0184631 0.008 0.0069415 0.0334045 0.0176644 0.002 0.0024295 0.0220939 242.69564 0.0013537 0.0382024 76593.90777 0.19% LDA Electricity 0 0 0 0 0 0.008 0.00436 0.01236 0 0.002 0.001526 0.003526 0 0 0 149964.7737 0.37% LDA Plug-in Hybrid 0.0014303 0.0032458 0.2409384 0.0014639 0.0009185 0.008 0.0037304 0.0126489 0.0008446 0.002 0.0013056 0.0041502 147.93607 0.0004671 0.000625 362225.3813 0.89% LDT1 Gasoline 0.0687321 0.2973746 2.9792592 0.003599 0.0030994 0.008 0.0084622 0.0195616 0.0028505 0.002 0.0029618 0.0078122 363.69535 0.014924 0.0191102 1661078.377 4.08% LDT1 Diesel 0.3167927 1.574759 2.0815786 0.0039291 0.2426005 0.008 0.0096111 0.2602116 0.2321057 0.002 0.0033639 0.2374696 415.03135 0.0147144 0.0653296 628.0422794 0.00% LDT1 Electricity 0 0 0 0 0 0.008 0.0044058 0.0124058 0 0.002 0.001542 0.003542 0 0 0 469.8365772 0.00% LDT1 Plug-in Hybrid 0.0014357 0.0032581 0.2421906 0.0014701 0.0010674 0.008 0.0037257 0.0127931 0.0009814 0.002 0.001304 0.0042854 148.5624 0.0004703 0.000631 14.26208366 0.00% LDT2 Gasoline 0.0209287 0.1294635 1.2923877 0.0038184 0.0015655 0.008 0.0080163 0.0175818 0.0014397 0.002 0.0028057 0.0062454 385.87018 0.0049732 0.0093482 7361640.798 18.07% LDT2 Diesel 0.0221931 0.1039474 0.1588355 0.0031888 0.0119847 0.008 0.0076248 0.0276095 0.0114662 0.002 0.0026687 0.0161349 336.83669 0.0010308 0.053021 20539.96241 0.05% LDT2 Electricity 0 0 0 0 0 0.008 0.0043479 0.0123479 0 0.002 0.0015218 0.0035218 0 0 0 404.3923381 0.00% LDT2 Plug-in Hybrid 0.0014084 0.0031961 0.2382226 0.0014434 0.0010364 0.008 0.003729 0.0127654 0.000953 0.002 0.0013051 0.0042581 145.86213 0.0004634 0.000624 11465.07498 0.03% LHD1 Gasoline 0.0396375 0.2737261 1.3512577 0.0069792 0.001229 0.008 0.078 0.0872291 0.0011312 0.002 0.0273 0.0304312 705.28264 0.007868 0.0155372 663077.8331 1.63% LHD1 Diesel 0.1378513 2.7226175 0.4855618 0.0047068 0.0345622 0.012 0.078 0.1245622 0.0330671 0.003 0.0273 0.0633671 497.18034 0.0064029 0.0782605 599853.3341 1.47% LHD2 Gasoline 0.0234934 0.2129268 0.9427709 0.0075439 0.0010243 0.008 0.091 0.1000244 0.0009418 0.002 0.03185 0.0347918 762.34794 0.005024 0.0129679 93989.36526 0.23% LHD2 Diesel 0.1173559 1.9911391 0.3469173 0.005704 0.0299005 0.012 0.091 0.1329005 0.028607 0.003 0.03185 0.063457 602.51151 0.005451 0.0948406 262680.9269 0.64% MCY Gasoline 1.2795942 0.6385617 15.012012 0.0018911 0.0017583 0.004 0.012 0.0177583 0.0016496 0.001 0.0042 0.0068496 191.10761 0.1880802 0.0423434 154595.7773 0.38% MDV Gasoline 0.0359834 0.2035788 1.6989245 0.0046349 0.0016322 0.008 0.0082842 0.0179163 0.0015021 0.002 0.0028995 0.0064016 468.37628 0.0077569 0.0132729 6427632.001 15.77% MDV Diesel 0.0209604 0.2385646 0.2940744 0.004265 0.0117883 0.008 0.0079334 0.0277217 0.0112783 0.002 0.0027767 0.016055 450.51245 0.0009736 0.0709146 111469.9276 0.27% MDV Electricity 0 0 0 0 0 0.008 0.004421 0.012421 0 0.002 0.0015474 0.0035474 0 0 0 140.7680375 0.00% MDV Plug-in Hybrid 0.0014314 0.0032482 0.2416884 0.0014661 0.0010701 0.008 0.0037239 0.012794 0.0009839 0.002 0.0013034 0.0042873 148.15714 0.0004674 0.0006253 24138.80066 0.06% MH Gasoline 0.0763423 0.464744 2.5237649 0.0174337 0.0013763 0.012 0.042163 0.0555393 0.0012684 0.003 0.0147571 0.0190254 1761.7564 0.0160299 0.0273902 58232.95353 0.14% MH Diesel 0.0757378 4.5713455 0.3483257 0.0092725 0.1569535 0.016 0.0421001 0.2150535 0.1501637 0.004 0.014735 0.1688987 979.45388 0.0035179 0.1541746 19951.14185 0.05% Motor Coach Diesel 0.1680263 4.1589372 0.6255556 0.0162763 0.0992082 0.012 0.0819546 0.1931629 0.0949165 0.003 0.0286841 0.1266007 1720.3812 0.0078044 0.270803 5096.688488 0.01% OBUS Gasoline 0.0688353 0.611387 1.8656961 0.0170584 0.0005349 0.012 0.0420527 0.0545876 0.0004922 0.003 0.0147184 0.0182106 1723.8375 0.0141429 0.0288972 16427.86994 0.04% PTO Diesel 0.2858937 5.6607837 1.0041968 0.0205446 0.0940626 0 0 0.0940626 0.0899935 0 0 0.0899935 2171.5272 0.013279 0.3418173 46213.50061 0.11% SBUS Gasoline 0.1951546 0.6081323 4.1150936 0.0091426 0.0016581 0.008 0.046845 0.0565031 0.0015355 0.002 0.0163958 0.0199312 923.90344 0.0323531 0.030656 15859.26942 0.04% SBUS Diesel 0.1626694 9.0232875 0.3848993 0.0121809 0.0574397 0.012 0.046845 0.1162847 0.0549549 0.003 0.0163958 0.0743506 1287.4993 0.0075556 0.2026636 11562.50573 0.03% SBUS Natural Gas 0.0718892 1.012403 17.879881 0 0.0044829 0.012 0.046845 0.0633279 0.0041218 0.003 0.0163958 0.0235176 1776.1112 5.0314323 0.3620719 9575.528072 0.02% T6 CAIRP Class 4 Diesel 0.084706 2.148884 0.3105751 0.0105804 0.0698287 0.012 0.0420462 0.1238749 0.0668079 0.003 0.0147162 0.0845241 1118.3269 0.0039344 0.1760344 268.1344205 0.00% T6 CAIRP Class 5 Diesel 0.0582159 1.6088633 0.2260497 0.0105049 0.0508743 0.012 0.0420462 0.1049205 0.0486735 0.003 0.0147162 0.0663897 1110.3496 0.002704 0.1747787 367.8322079 0.00% T6 CAIRP Class 6 Diesel 0.0828045 2.109848 0.3152393 0.0103991 0.0719166 0.012 0.0420462 0.1259628 0.0688055 0.003 0.0147162 0.0865217 1099.1675 0.0038461 0.1730186 961.1560831 0.00% T6 CAIRP Class 7 Diesel 0.0824124 2.2378676 0.2906436 0.009805 0.0659171 0.012 0.0420462 0.1199634 0.0630656 0.003 0.0147162 0.0807818 1036.3733 0.0038278 0.1631342 6022.664692 0.01% T6 CAIRP Class 7 Natural Gas 0.0050363 0.1470807 2.3505216 0 0.000335 0.012 0.0420462 0.0543812 0.000308 0.003 0.0147162 0.0180242 752.03568 0.3524813 0.1533074 6.192080887 0.00% T6 Instate Delivery Class 4 Diesel 0.2807038 6.1610543 1.0032071 0.0101978 0.2168439 0.012 0.0422191 0.271063 0.2074633 0.003 0.0147767 0.22524 1077.8872 0.013038 0.1696689 13806.884 0.03% T6 Instate Delivery Class 4 Natural Gas 0.005315 0.1548742 2.3991223 0 0.000347 0.012 0.0422191 0.0545661 0.000319 0.003 0.0147767 0.0180957 807.56557 0.3719875 0.1646275 25.32393971 0.00% T6 Instate Delivery Class 5 Diesel 0.1409812 3.0860042 0.5246413 0.0104059 0.1162743 0.012 0.0422191 0.1704934 0.1112443 0.003 0.0147767 0.129021 1099.8909 0.0065482 0.1731324 13216.64923 0.03% T6 Instate Delivery Class 5 Natural Gas 0.0053181 0.1546959 2.3976329 0 0.0003481 0.012 0.0422191 0.0545672 0.0003201 0.003 0.0147767 0.0180968 799.91479 0.3722074 0.1630679 23.63003813 0.00% T6 Instate Delivery Class 6 Diesel 0.195892 4.492946 0.7085941 0.0100386 0.1572988 0.012 0.0422191 0.2115179 0.1504941 0.003 0.0147767 0.1682708 1061.0607 0.0090987 0.1670202 38132.71792 0.09% T6 Instate Delivery Class 6 Natural Gas 0.0053229 0.1544262 2.39538 0 0.0003499 0.012 0.0422191 0.054569 0.0003217 0.003 0.0147767 0.0180984 808.96797 0.3725401 0.1649134 137.7665658 0.00% T6 Instate Delivery Class 7 Diesel 0.1492419 4.8539378 0.4877259 0.0099838 0.1025081 0.012 0.0422191 0.1567272 0.0980736 0.003 0.0147767 0.1158503 1055.2682 0.0069319 0.1661084 8789.386077 0.02% T6 Instate Delivery Class 7 Natural Gas 0.0057338 0.1330009 2.2150406 0 0.0005049 0.012 0.0422191 0.054724 0.0004643 0.003 0.0147767 0.0182409 801.46193 0.4013019 0.1633833 105.2830812 0.00% T6 Instate Other Class 4 Diesel 0.2634272 5.7013968 0.9502463 0.0102737 0.2102665 0.012 0.0422045 0.264471 0.2011705 0.003 0.0147716 0.2189421 1085.9153 0.0122355 0.1709326 58358.31552 0.14% T6 Instate Other Class 4 Natural Gas 0.0052767 0.1541495 2.3949723 0 0.0003446 0.012 0.0422045 0.0545491 0.0003168 0.003 0.0147716 0.0180884 803.9327 0.369311 0.1638869 77.94607934 0.00% T6 Instate Other Class 5 Diesel 0.097913 2.1636474 0.3883133 0.0104475 0.0865921 0.012 0.0422045 0.1407967 0.0828462 0.003 0.0147716 0.1006178 1104.2863 0.0045478 0.1738243 147422.2866 0.36% T6 Instate Other Class 5 Natural Gas 0.0052739 0.1543109 2.3963537 0 0.0003435 0.012 0.0422045 0.054548 0.0003158 0.003 0.0147716 0.0180874 796.66871 0.3691108 0.1624061 277.7584027 0.00% g/mile
1052
T6 Instate Other Class 6 Diesel 0.1766948 3.798034 0.6500917 0.0102423 0.1447208 0.012 0.0422045 0.1989253 0.1384602 0.003 0.0147716 0.1562318 1082.5939 0.008207 0.1704097 103062.1657 0.25% T6 Instate Other Class 6 Natural Gas 0.0052998 0.1528472 2.3838255 0 0.0003531 0.012 0.0422045 0.0545577 0.0003247 0.003 0.0147716 0.0180963 802.49738 0.3709264 0.1635943 240.771254 0.00% T6 Instate Other Class 7 Diesel 0.1717755 4.1725806 0.5357361 0.0103124 0.1221191 0.012 0.0422045 0.1763236 0.1168363 0.003 0.0147716 0.1346078 1090.0026 0.0079785 0.1715759 54180.8439 0.13% T6 Instate Other Class 7 Natural Gas 0.0061597 0.1073624 1.9917156 0 0.0006756 0.012 0.0422045 0.0548801 0.0006212 0.003 0.0147716 0.0183928 797.29193 0.4311123 0.1625332 1029.663009 0.00% T6 Instate Tractor Class 6 Diesel 0.2541399 5.8599854 0.8577945 0.0102628 0.1854773 0.012 0.0422045 0.2396818 0.1774536 0.003 0.0147716 0.1952252 1084.7635 0.0118041 0.1707512 777.0150979 0.00% T6 Instate Tractor Class 7 Diesel 0.1339244 4.1499375 0.4716545 0.0094832 0.1026995 0.012 0.0422045 0.156904 0.0982567 0.003 0.0147716 0.1160283 1002.3629 0.0062204 0.1577807 23738.53492 0.06% T6 Instate Tractor Class 7 Natural Gas 0.0055272 0.1400176 2.2740106 0 0.0004376 0.012 0.0422045 0.0546421 0.0004023 0.003 0.0147716 0.0181739 802.22429 0.3868405 0.1635387 276.3663554 0.00% T6 OOS Class 4 Diesel 0.084706 2.148884 0.3105751 0.0105804 0.0698287 0.012 0.0420462 0.1238749 0.0668079 0.003 0.0147162 0.0845241 1118.3269 0.0039344 0.1760344 154.6752499 0.00% T6 OOS Class 5 Diesel 0.0582159 1.6088633 0.2260497 0.0105049 0.0508743 0.012 0.0420462 0.1049205 0.0486735 0.003 0.0147162 0.0663897 1110.3496 0.002704 0.1747787 212.1866286 0.00% T6 OOS Class 6 Diesel 0.0828045 2.109848 0.3152393 0.0103991 0.0719166 0.012 0.0420462 0.1259628 0.0688055 0.003 0.0147162 0.0865217 1099.1675 0.0038461 0.1730186 554.4497312 0.00% T6 OOS Class 7 Diesel 0.0910722 2.3517127 0.3205905 0.0098037 0.0726807 0.012 0.0420462 0.1267269 0.0695366 0.003 0.0147162 0.0872527 1036.2374 0.0042301 0.1631128 4031.538998 0.01% T6 Public Class 4 Diesel 0.0524698 8.9477475 0.1550612 0.0103322 0.0393804 0.012 0.0421001 0.0934805 0.0376768 0.003 0.014735 0.0554118 1092.0917 0.0024371 0.1719048 2695.741347 0.01% T6 Public Class 4 Natural Gas 0.005444 0.131785 2.2002787 0 0.0004553 0.012 0.0421001 0.0545554 0.0004186 0.003 0.014735 0.0181537 783.5711 0.3810182 0.1597361 46.78975832 0.00% T6 Public Class 5 Diesel 0.0294375 4.1630579 0.1003341 0.0104997 0.0230488 0.012 0.0421001 0.0771489 0.0220518 0.003 0.014735 0.0397868 1109.8035 0.0013673 0.1746928 4269.234437 0.01% T6 Public Class 5 Natural Gas 0.0058528 0.1186927 2.05888 0 0.0006136 0.012 0.0421001 0.0547136 0.0005642 0.003 0.014735 0.0182992 771.40671 0.4096281 0.1572563 753.466431 0.00% T6 Public Class 6 Diesel 0.0722741 9.2693004 0.2020246 0.0104969 0.0565577 0.012 0.0421001 0.1106578 0.0541111 0.003 0.014735 0.0718461 1109.5029 0.0033569 0.1746455 6219.075832 0.02% T6 Public Class 6 Natural Gas 0.0059755 0.1120063 1.9954415 0 0.0006583 0.012 0.0421001 0.0547584 0.0006053 0.003 0.014735 0.0183403 774.17915 0.4182173 0.1578215 269.4709229 0.00% T6 Public Class 7 Diesel 0.0875194 10.103366 0.2354522 0.0106768 0.0679402 0.012 0.0421001 0.1220403 0.0650012 0.003 0.014735 0.0827362 1128.5207 0.004065 0.177639 13237.81049 0.03% T6 Public Class 7 Natural Gas 0.00584 0.1180165 2.0550298 0 0.0006076 0.012 0.0421001 0.0547076 0.0005586 0.003 0.014735 0.0182936 776.80986 0.408736 0.1583578 515.7880387 0.00% T6 Utility Class 5 Diesel 0.0135612 1.0870962 0.0485408 0.0099778 0.0083276 0.012 0.0421001 0.0624277 0.0079673 0.003 0.014735 0.0257024 1054.6356 0.0006299 0.1660089 7049.356756 0.02% T6 Utility Class 5 Natural Gas 0.0051062 0.1502623 2.3754465 0 0.0003322 0.012 0.0421001 0.0544323 0.0003055 0.003 0.014735 0.0180405 784.0873 0.3573779 0.1598413 32.30309843 0.00% T6 Utility Class 6 Diesel 0.0185745 1.7579501 0.0677989 0.010089 0.0128216 0.012 0.0421001 0.0669217 0.0122669 0.003 0.014735 0.030002 1066.3888 0.0008627 0.1678589 1323.095471 0.00% T6 Utility Class 6 Natural Gas 0.0051062 0.1502623 2.3754465 0 0.0003322 0.012 0.0421001 0.0544323 0.0003055 0.003 0.014735 0.0180405 767.60172 0.3573779 0.1564806 15.19488969 0.00% T6 Utility Class 7 Diesel 0.0144956 1.592186 0.0606942 0.0101792 0.0124679 0.012 0.0421001 0.0665679 0.0119285 0.003 0.014735 0.0296635 1075.9208 0.0006733 0.1693593 1834.455686 0.00% T6 Utility Class 7 Natural Gas 0.0051062 0.1502623 2.3754465 0 0.0003322 0.012 0.0421001 0.0544323 0.0003055 0.003 0.014735 0.0180405 765.09829 0.3573779 0.1559703 27.55075522 0.00% T6TS Gasoline 0.1401441 0.915067 3.8062094 0.0169768 0.0011529 0.012 0.042163 0.0553159 0.0010638 0.003 0.0147571 0.0188208 1715.5935 0.0260669 0.0399627 51297.92755 0.13% T7 CAIRP Class 8 Diesel 0.0806791 3.4660292 0.3051046 0.0149541 0.0647216 0.036 0.0768673 0.1775889 0.0619218 0.009 0.0269036 0.0978253 1580.6262 0.0037473 0.2488044 331977.1715 0.81% T7 CAIRP Class 8 Natural Gas 0.0121793 0.3930035 7.4780621 0 0.0012695 0.036 0.0743697 0.1116392 0.0011673 0.009 0.0260294 0.0361967 1173.216 0.8524096 0.2391678 1296.59245 0.00% T7 NNOOS Class 8 Diesel 0.1329418 3.7279949 0.5481883 0.0150594 0.1068135 0.036 0.0777319 0.2205454 0.1021928 0.009 0.0272062 0.138399 1591.7526 0.0061748 0.2505558 394661.0529 0.97% T7 NOOS Class 8 Diesel 0.0942623 3.6320509 0.3545919 0.0149538 0.0720998 0.036 0.0770345 0.1851343 0.0689808 0.009 0.0269621 0.1049429 1580.5876 0.0043782 0.2487983 143301.8338 0.35% T7 POLA Class 8 Diesel 0.0762032 4.5275586 0.2310805 0.0154131 0.0348924 0.036 0.0833796 0.154272 0.033383 0.009 0.0291828 0.0715658 1629.1341 0.0035394 0.2564399 227331.5951 0.56% T7 POLA Class 8 Natural Gas 0.0120529 0.4969667 9.5680176 0 0.001027 0.036 0.0820592 0.1190862 0.0009443 0.009 0.0287207 0.038665 1299.4526 0.8435638 0.2649019 10624.17239 0.03% T7 Public Class 8 Diesel 0.0883872 12.44381 0.3572244 0.0160473 0.079097 0.036 0.0948042 0.2099012 0.0756753 0.009 0.0331815 0.1178568 1696.1766 0.0041054 0.266993 28725.59238 0.07% T7 Public Class 8 Natural Gas 0.0122748 0.4128345 7.7649706 0 0.0012488 0.036 0.0784018 0.1156506 0.0011482 0.009 0.0274406 0.0375888 1206.6001 0.8590952 0.2459733 5088.592007 0.01% T7 Single Concrete/Transit Mix Class 8 Diesel 0.0688191 2.3550036 0.3292805 0.015642 0.0830899 0.036 0.0790648 0.1981547 0.0794955 0.009 0.0276727 0.1161682 1653.3289 0.0031965 0.2602484 87954.05123 0.22% T7 Single Concrete/Transit Mix Class 8 Natural Gas 0.0126418 0.3170049 5.8447556 0 0.0015053 0.036 0.0745103 0.1120156 0.001384 0.009 0.0260786 0.0364626 1178.1784 0.8847808 0.2401794 5532.370773 0.01% T7 Single Dump Class 8 Diesel 0.110213 4.3041853 0.4381499 0.0155301 0.0829558 0.036 0.0811709 0.2001267 0.0793671 0.009 0.0284098 0.1167769 1641.5047 0.0051191 0.2583872 68191.46853 0.17% T7 Single Dump Class 8 Natural Gas 0.0126147 0.3302584 6.0594222 0 0.0014772 0.036 0.0758558 0.113333 0.0013582 0.009 0.0265495 0.0369077 1207.1815 0.882889 0.2460918 4670.844872 0.01% T7 Single Other Class 8 Diesel 0.1625318 4.9697432 0.6535835 0.0155341 0.1249145 0.036 0.0826137 0.2435283 0.1195108 0.009 0.0289148 0.1574256 1641.9315 0.0075492 0.2584544 62512.90192 0.15% T7 Single Other Class 8 Natural Gas 0.0125947 0.333158 6.2015542 0 0.0014611 0.036 0.0764024 0.1138635 0.0013434 0.009 0.0267408 0.0370843 1209.5216 0.8814885 0.2465689 3878.789038 0.01% T7 SWCV Class 8 Diesel 0.0008598 15.684993 0.0117193 0.0354373 0.0163926 0.036 0.2100001 0.2623926 0.0156834 0.009 0.0735 0.0981835 3745.6621 3.994E-05 0.5895999 6518.798629 0.02% T7 SWCV Class 8 Natural Gas 0.1428344 3.2381789 9.1657072 0 0.0110123 0.036 0.2100001 0.2570124 0.0101254 0.009 0.0735 0.0926254 1302.8616 2.374239 0.2655969 4457.859559 0.01% T7 Tractor Class 8 Diesel 0.1149911 4.52954 0.4395036 0.0148195 0.0829822 0.036 0.0800766 0.1990588 0.0793924 0.009 0.0280268 0.1164192 1566.3976 0.005341 0.2465647 269022.8981 0.66% T7 Tractor Class 8 Natural Gas 0.0123425 0.3638917 6.743942 0 0.001364 0.036 0.0742098 0.1115739 0.0012542 0.009 0.0259734 0.0362276 1205.4826 0.8638379 0.2457455 6237.000901 0.02% T7 Utility Class 8 Diesel 0.019187 2.0304828 0.080714 0.0154961 0.0167564 0.036 0.0774687 0.1302251 0.0160316 0.009 0.027114 0.0521456 1637.9101 0.0008912 0.2578214 5591.766203 0.01% T7IS Gasoline 2.2364315 10.641701 94.502974 0.0239489 0.0039241 0.02 0.0971571 0.1210812 0.0036379 0.005 0.034005 0.0426429 2420.1511 0.3432879 0.2676895 688.4253412 0.00% UBUS Gasoline 0.0120793 0.1481943 0.4041301 0.015077 0.0013262 0.01037 0.1022557 0.1139516 0.0012194 0.00259 0.0357895 0.0396013 1523.6077 0.0039243 0.0151582 18275.95602 0.04% UBUS Diesel 0.0360937 0.1611899 0.0290465 0.0085478 0.0022309 0.012 0.11 0.1242309 0.0021344 0.003 0.0385 0.0436344 902.90407 0.0016765 0.142125 30.10971099 0.00% UBUS Electricity 0 0 0 0 0 0.012 0.055 0.067 0 0.003 0.01925 0.02225 0 0 0 2.969621933 0.00% UBUS Natural Gas 0.021142 0.6593586 26.068284 0 0.0001934 0.03132 0.11 0.1415161 0.000185 0.00783 0.0385 0.0465157 1994.1698 1.4797034 0.4065246 30685.35112 0.08% TOTAL VMT 40,749,848 100%
1053

1.00E-06
ROG_RUNEX NOx_RUNEX CO_RUNEX SOx_RUNEX PM10_RUNEX PM10_PMTW PM10_PMBW PM10_TOTAL PM2.5_RUNEX PM2.5_PMTW PM2.5_PMBW PM 2.5 Total CO2_RUNEX CH4_RUNEX N2O_RUNEX

1.13E-03 1.72E-02 3.32E-03 2.22E-05 2.65E-05 9.27E-05 7.31E-04 8.50E-04 6.61E-06 3.24E-05 6.99E-04 7.38E-04 2.35E+00 5.27E-05 3.69E-04

1.22E-05 2.93E-04 4.83E-03 0.00E+00 2.65E-05 9.27E-05 1.06E-06 1.20E-04 6.61E-06 3.24E-05 9.77E-07 4.00E-05 1.73E+00 8.54E-04 3.53E-04

3.29E-05 1.41E-04 2.20E-03 6.62E-06 1.76E-05 1.53E-05 3.22E-06 3.61E-05 4.41E-06 5.35E-06 2.96E-06 1.27E-05 6.69E-01 8.15E-06 1.34E-05

6.43E-05 5.70E-04 7.23E-04 5.07E-06 1.76E-05 1.53E-05 4.07E-05 7.36E-05 4.41E-06 5.36E-06 3.89E-05 4.87E-05 5.35E-01 2.98E-06 8.42E-05

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.76E-05 9.61E-06 0.00E+00 2.72E-05 4.41E-06 3.36E-06 0.00E+00 7.77E-06 0.00E+00 0.00E+00 0.00E+00

3.15E-06 7.16E-06 5.31E-04 3.23E-06 1.76E-05 8.22E-06 2.03E-06 2.79E-05 4.41E-06 2.88E-06 1.86E-06 9.15E-06 3.26E-01 1.03E-06 1.38E-06

1.52E-04 6.56E-04 6.57E-03 7.93E-06 1.76E-05 1.87E-05 6.83E-06 4.31E-05 4.41E-06 6.53E-06 6.28E-06 1.72E-05 8.02E-01 3.29E-05 4.21E-05

6.98E-04 3.47E-03 4.59E-03 8.66E-06 1.76E-05 2.12E-05 5.35E-04 5.74E-04 4.41E-06 7.42E-06 5.12E-04 5.24E-04 9.15E-01 3.24E-05 1.44E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.76E-05 9.71E-06 0.00E+00 2.73E-05 4.41E-06 3.40E-06 0.00E+00 7.81E-06 0.00E+00 0.00E+00 0.00E+00

3.17E-06 7.18E-06 5.34E-04 3.24E-06 1.76E-05 8.21E-06 2.35E-06 2.82E-05 4.41E-06 2.87E-06 2.16E-06 9.45E-06 3.28E-01 1.04E-06 1.39E-06

4.61E-05 2.85E-04 2.85E-03 8.42E-06 1.76E-05 1.77E-05 3.45E-06 3.88E-05 4.41E-06 6.19E-06 3.17E-06 1.38E-05 8.51E-01 1.10E-05 2.06E-05

4.89E-05 2.29E-04 3.50E-04 7.03E-06 1.76E-05 1.68E-05 2.64E-05 6.09E-05 4.41E-06 5.88E-06 2.53E-05 3.56E-05 7.43E-01 2.27E-06 1.17E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.76E-05 9.59E-06 0.00E+00 2.72E-05 4.41E-06 3.35E-06 0.00E+00 7.76E-06 0.00E+00 0.00E+00 0.00E+00

3.11E-06 7.05E-06 5.25E-04 3.18E-06 1.76E-05 8.22E-06 2.28E-06 2.81E-05 4.41E-06 2.88E-06 2.10E-06 9.39E-06 3.22E-01 1.02E-06 1.38E-06

8.74E-05 6.03E-04 2.98E-03 1.54E-05 1.76E-05 1.72E-04 2.71E-06 1.92E-04 4.41E-06 6.02E-05 2.49E-06 6.71E-05 1.55E+00 1.73E-05 3.43E-05

3.04E-04 6.00E-03 1.07E-03 1.04E-05 2.65E-05 1.72E-04 7.62E-05 2.75E-04 6.61E-06 6.02E-05 7.29E-05 1.40E-04 1.10E+00 1.41E-05 1.73E-04

5.18E-05 4.69E-04 2.08E-03 1.66E-05 1.76E-05 2.01E-04 2.26E-06 2.21E-04 4.41E-06 7.02E-05 2.08E-06 7.67E-05 1.68E+00 1.11E-05 2.86E-05

2.59E-04 4.39E-03 7.65E-04 1.26E-05 2.65E-05 2.01E-04 6.59E-05 2.93E-04 6.61E-06 7.02E-05 6.31E-05 1.40E-04 1.33E+00 1.20E-05 2.09E-04

2.82E-03 1.41E-03 3.31E-02 4.17E-06 8.82E-06 2.65E-05 3.88E-06 3.92E-05 2.20E-06 9.26E-06 3.64E-06 1.51E-05 4.21E-01 4.15E-04 9.34E-05

7.93E-05 4.49E-04 3.75E-03 1.02E-05 1.76E-05 1.83E-05 3.60E-06 3.95E-05 4.41E-06 6.39E-06 3.31E-06 1.41E-05 1.03E+00 1.71E-05 2.93E-05

4.62E-05 5.26E-04 6.48E-04 9.40E-06 1.76E-05 1.75E-05 2.60E-05 6.11E-05 4.41E-06 6.12E-06 2.49E-05 3.54E-05 9.93E-01 2.15E-06 1.56E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.76E-05 9.75E-06 0.00E+00 2.74E-05 4.41E-06 3.41E-06 0.00E+00 7.82E-06 0.00E+00 0.00E+00 0.00E+00

3.16E-06 7.16E-06 5.33E-04 3.23E-06 1.76E-05 8.21E-06 2.36E-06 2.82E-05 4.41E-06 2.87E-06 2.17E-06 9.45E-06 3.27E-01 1.03E-06 1.38E-06

1.68E-04 1.02E-03 5.56E-03 3.84E-05 2.65E-05 9.30E-05 3.03E-06 1.22E-04 6.61E-06 3.25E-05 2.80E-06 4.19E-05 3.88E+00 3.53E-05 6.04E-05

1.67E-04 1.01E-02 7.68E-04 2.04E-05 3.53E-05 9.28E-05 3.46E-04 4.74E-04 8.82E-06 3.25E-05 3.31E-04 3.72E-04 2.16E+00 7.76E-06 3.40E-04

3.70E-04 9.17E-03 1.38E-03 3.59E-05 2.65E-05 1.81E-04 2.19E-04 4.26E-04 6.61E-06 6.32E-05 2.09E-04 2.79E-04 3.79E+00 1.72E-05 5.97E-04

1.52E-04 1.35E-03 4.11E-03 3.76E-05 2.65E-05 9.27E-05 1.18E-06 1.20E-04 6.61E-06 3.24E-05 1.09E-06 4.01E-05 3.80E+00 3.12E-05 6.37E-05

6.30E-04 1.25E-02 2.21E-03 4.53E-05 0.00E+00 0.00E+00 2.07E-04 2.07E-04 0.00E+00 0.00E+00 1.98E-04 1.98E-04 4.79E+00 2.93E-05 7.54E-04

4.30E-04 1.34E-03 9.07E-03 2.02E-05 1.76E-05 1.03E-04 3.66E-06 1.25E-04 4.41E-06 3.61E-05 3.39E-06 4.39E-05 2.04E+00 7.13E-05 6.76E-05

3.59E-04 1.99E-02 8.49E-04 2.69E-05 2.65E-05 1.03E-04 1.27E-04 2.56E-04 6.61E-06 3.61E-05 1.21E-04 1.64E-04 2.84E+00 1.67E-05 4.47E-04

1.58E-04 2.23E-03 3.94E-02 0.00E+00 2.65E-05 1.03E-04 9.88E-06 1.40E-04 6.61E-06 3.61E-05 9.09E-06 5.18E-05 3.92E+00 1.11E-02 7.98E-04

1.87E-04 4.74E-03 6.85E-04 2.33E-05 2.65E-05 9.27E-05 1.54E-04 2.73E-04 6.61E-06 3.24E-05 1.47E-04 1.86E-04 2.47E+00 8.67E-06 3.88E-04

1.28E-04 3.55E-03 4.98E-04 2.32E-05 2.65E-05 9.27E-05 1.12E-04 2.31E-04 6.61E-06 3.24E-05 1.07E-04 1.46E-04 2.45E+00 5.96E-06 3.85E-04

1.83E-04 4.65E-03 6.95E-04 2.29E-05 2.65E-05 9.27E-05 1.59E-04 2.78E-04 6.61E-06 3.24E-05 1.52E-04 1.91E-04 2.42E+00 8.48E-06 3.81E-04

1.82E-04 4.93E-03 6.41E-04 2.16E-05 2.65E-05 9.27E-05 1.45E-04 2.64E-04 6.61E-06 3.24E-05 1.39E-04 1.78E-04 2.28E+00 8.44E-06 3.60E-04

1.11E-05 3.24E-04 5.18E-03 0.00E+00 2.65E-05 9.27E-05 7.39E-07 1.20E-04 6.61E-06 3.24E-05 6.79E-07 3.97E-05 1.66E+00 7.77E-04 3.38E-04

6.19E-04 1.36E-02 2.21E-03 2.25E-05 2.65E-05 9.31E-05 4.78E-04 5.98E-04 6.61E-06 3.26E-05 4.57E-04 4.97E-04 2.38E+00 2.87E-05 3.74E-04

1.17E-05 3.41E-04 5.29E-03 0.00E+00 2.65E-05 9.31E-05 7.65E-07 1.20E-04 6.61E-06 3.26E-05 7.03E-07 3.99E-05 1.78E+00 8.20E-04 3.63E-04

3.11E-04 6.80E-03 1.16E-03 2.29E-05 2.65E-05 9.31E-05 2.56E-04 3.76E-04 6.61E-06 3.26E-05 2.45E-04 2.84E-04 2.42E+00 1.44E-05 3.82E-04

1.17E-05 3.41E-04 5.29E-03 0.00E+00 2.65E-05 9.31E-05 7.67E-07 1.20E-04 6.61E-06 3.26E-05 7.06E-07 3.99E-05 1.76E+00 8.21E-04 3.59E-04

4.32E-04 9.91E-03 1.56E-03 2.21E-05 2.65E-05 9.31E-05 3.47E-04 4.66E-04 6.61E-06 3.26E-05 3.32E-04 3.71E-04 2.34E+00 2.01E-05 3.68E-04

1.17E-05 3.40E-04 5.28E-03 0.00E+00 2.65E-05 9.31E-05 7.71E-07 1.20E-04 6.61E-06 3.26E-05 7.09E-07 3.99E-05 1.78E+00 8.21E-04 3.64E-04

3.29E-04 1.07E-02 1.08E-03 2.20E-05 2.65E-05 9.31E-05 2.26E-04 3.46E-04 6.61E-06 3.26E-05 2.16E-04 2.55E-04 2.33E+00 1.53E-05 3.66E-04

1.26E-05 2.93E-04 4.88E-03 0.00E+00 2.65E-05 9.31E-05 1.11E-06 1.21E-04 6.61E-06 3.26E-05 1.02E-06 4.02E-05 1.77E+00 8.85E-04 3.60E-04

5.81E-04 1.26E-02 2.09E-03 2.26E-05 2.65E-05 9.30E-05 4.64E-04 5.83E-04 6.61E-06 3.26E-05 4.44E-04 4.83E-04 2.39E+00 2.70E-05 3.77E-04

1.16E-05 3.40E-04 5.28E-03 0.00E+00 2.65E-05 9.30E-05 7.60E-07 1.20E-04 6.61E-06 3.26E-05 6.98E-07 3.99E-05 1.77E+00 8.14E-04 3.61E-04

2.16E-04 4.77E-03 8.56E-04 2.30E-05 2.65E-05 9.30E-05 1.91E-04 3.10E-04 6.61E-06 3.26E-05 1.83E-04 2.22E-04 2.43E+00 1.00E-05 3.83E-04

1.16E-05 3.40E-04 5.28E-03 0.00E+00 2.65E-05 9.30E-05 7.57E-07 1.20E-04 6.61E-06 3.26E-05 6.96E-07 3.99E-05 1.76E+00 8.14E-04 3.58E-04 lbs/Mile
1054

3.90E-04 8.37E-03 1.43E-03 2.26E-05 2.65E-05 9.30E-05 3.19E-04 4.39E-04 6.61E-06 3.26E-05 3.05E-04 3.44E-04 2.39E+00 1.81E-05 3.76E-04

1.17E-05 3.37E-04 5.26E-03 0.00E+00 2.65E-05 9.30E-05 7.79E-07 1.20E-04 6.61E-06 3.26E-05 7.16E-07 3.99E-05 1.77E+00 8.18E-04 3.61E-04

3.79E-04 9.20E-03 1.18E-03 2.27E-05 2.65E-05 9.30E-05 2.69E-04 3.89E-04 6.61E-06 3.26E-05 2.58E-04 2.97E-04 2.40E+00 1.76E-05 3.78E-04

1.36E-05 2.37E-04 4.39E-03 0.00E+00 2.65E-05 9.30E-05 1.49E-06 1.21E-04 6.61E-06 3.26E-05 1.37E-06 4.05E-05 1.76E+00 9.50E-04 3.58E-04

5.60E-04 1.29E-02 1.89E-03 2.26E-05 2.65E-05 9.30E-05 4.09E-04 5.28E-04 6.61E-06 3.26E-05 3.91E-04 4.30E-04 2.39E+00 2.60E-05 3.76E-04

2.95E-04 9.15E-03 1.04E-03 2.09E-05 2.65E-05 9.30E-05 2.26E-04 3.46E-04 6.61E-06 3.26E-05 2.17E-04 2.56E-04 2.21E+00 1.37E-05 3.48E-04

1.22E-05 3.09E-04 5.01E-03 0.00E+00 2.65E-05 9.30E-05 9.65E-07 1.20E-04 6.61E-06 3.26E-05 8.87E-07 4.01E-05 1.77E+00 8.53E-04 3.61E-04

1.87E-04 4.74E-03 6.85E-04 2.33E-05 2.65E-05 9.27E-05 1.54E-04 2.73E-04 6.61E-06 3.24E-05 1.47E-04 1.86E-04 2.47E+00 8.67E-06 3.88E-04

1.28E-04 3.55E-03 4.98E-04 2.32E-05 2.65E-05 9.27E-05 1.12E-04 2.31E-04 6.61E-06 3.24E-05 1.07E-04 1.46E-04 2.45E+00 5.96E-06 3.85E-04

1.83E-04 4.65E-03 6.95E-04 2.29E-05 2.65E-05 9.27E-05 1.59E-04 2.78E-04 6.61E-06 3.24E-05 1.52E-04 1.91E-04 2.42E+00 8.48E-06 3.81E-04

2.01E-04 5.18E-03 7.07E-04 2.16E-05 2.65E-05 9.27E-05 1.60E-04 2.79E-04 6.61E-06 3.24E-05 1.53E-04 1.92E-04 2.28E+00 9.33E-06 3.60E-04

1.16E-04 1.97E-02 3.42E-04 2.28E-05 2.65E-05 9.28E-05 8.68E-05 2.06E-04 6.61E-06 3.25E-05 8.31E-05 1.22E-04 2.41E+00 5.37E-06 3.79E-04

1.20E-05 2.91E-04 4.85E-03 0.00E+00 2.65E-05 9.28E-05 1.00E-06 1.20E-04 6.61E-06 3.25E-05 9.23E-07 4.00E-05 1.73E+00 8.40E-04 3.52E-04

6.49E-05 9.18E-03 2.21E-04 2.31E-05 2.65E-05 9.28E-05 5.08E-05 1.70E-04 6.61E-06 3.25E-05 4.86E-05 8.77E-05 2.45E+00 3.01E-06 3.85E-04

1.29E-05 2.62E-04 4.54E-03 0.00E+00 2.65E-05 9.28E-05 1.35E-06 1.21E-04 6.61E-06 3.25E-05 1.24E-06 4.03E-05 1.70E+00 9.03E-04 3.47E-04

1.59E-04 2.04E-02 4.45E-04 2.31E-05 2.65E-05 9.28E-05 1.25E-04 2.44E-04 6.61E-06 3.25E-05 1.19E-04 1.58E-04 2.45E+00 7.40E-06 3.85E-04

1.32E-05 2.47E-04 4.40E-03 0.00E+00 2.65E-05 9.28E-05 1.45E-06 1.21E-04 6.61E-06 3.25E-05 1.33E-06 4.04E-05 1.71E+00 9.22E-04 3.48E-04

1.93E-04 2.23E-02 5.19E-04 2.35E-05 2.65E-05 9.28E-05 1.50E-04 2.69E-04 6.61E-06 3.25E-05 1.43E-04 1.82E-04 2.49E+00 8.96E-06 3.92E-04

1.29E-05 2.60E-04 4.53E-03 0.00E+00 2.65E-05 9.28E-05 1.34E-06 1.21E-04 6.61E-06 3.25E-05 1.23E-06 4.03E-05 1.71E+00 9.01E-04 3.49E-04

2.99E-05 2.40E-03 1.07E-04 2.20E-05 2.65E-05 9.28E-05 1.84E-05 1.38E-04 6.61E-06 3.25E-05 1.76E-05 5.67E-05 2.33E+00 1.39E-06 3.66E-04

1.13E-05 3.31E-04 5.24E-03 0.00E+00 2.65E-05 9.28E-05 7.32E-07 1.20E-04 6.61E-06 3.25E-05 6.73E-07 3.98E-05 1.73E+00 7.88E-04 3.52E-04

4.09E-05 3.88E-03 1.49E-04 2.22E-05 2.65E-05 9.28E-05 2.83E-05 1.48E-04 6.61E-06 3.25E-05 2.70E-05 6.61E-05 2.35E+00 1.90E-06 3.70E-04

1.13E-05 3.31E-04 5.24E-03 0.00E+00 2.65E-05 9.28E-05 7.32E-07 1.20E-04 6.61E-06 3.25E-05 6.73E-07 3.98E-05 1.69E+00 7.88E-04 3.45E-04

3.20E-05 3.51E-03 1.34E-04 2.24E-05 2.65E-05 9.28E-05 2.75E-05 1.47E-04 6.61E-06 3.25E-05 2.63E-05 6.54E-05 2.37E+00 1.48E-06 3.73E-04

1.13E-05 3.31E-04 5.24E-03 0.00E+00 2.65E-05 9.28E-05 7.32E-07 1.20E-04 6.61E-06 3.25E-05 6.73E-07 3.98E-05 1.69E+00 7.88E-04 3.44E-04

3.09E-04 2.02E-03 8.39E-03 3.74E-05 2.65E-05 9.30E-05 2.54E-06 1.22E-04 6.61E-06 3.25E-05 2.35E-06 4.15E-05 3.78E+00 5.75E-05 8.81E-05

1.78E-04 7.64E-03 6.73E-04 3.30E-05 7.94E-05 1.69E-04 1.43E-04 3.92E-04 1.98E-05 5.93E-05 1.37E-04 2.16E-04 3.48E+00 8.26E-06 5.49E-04

2.69E-05 8.66E-04 1.65E-02 0.00E+00 7.94E-05 1.64E-04 2.80E-06 2.46E-04 1.98E-05 5.74E-05 2.57E-06 7.98E-05 2.59E+00 1.88E-03 5.27E-04

2.93E-04 8.22E-03 1.21E-03 3.32E-05 7.94E-05 1.71E-04 2.35E-04 4.86E-04 1.98E-05 6.00E-05 2.25E-04 3.05E-04 3.51E+00 1.36E-05 5.52E-04

2.08E-04 8.01E-03 7.82E-04 3.30E-05 7.94E-05 1.70E-04 1.59E-04 4.08E-04 1.98E-05 5.94E-05 1.52E-04 2.31E-04 3.48E+00 9.65E-06 5.49E-04

1.68E-04 9.98E-03 5.09E-04 3.40E-05 7.94E-05 1.84E-04 7.69E-05 3.40E-04 1.98E-05 6.43E-05 7.36E-05 1.58E-04 3.59E+00 7.80E-06 5.65E-04

2.66E-05 1.10E-03 2.11E-02 0.00E+00 7.94E-05 1.81E-04 2.26E-06 2.63E-04 1.98E-05 6.33E-05 2.08E-06 8.52E-05 2.86E+00 1.86E-03 5.84E-04

1.95E-04 2.74E-02 7.88E-04 3.54E-05 7.94E-05 2.09E-04 1.74E-04 4.63E-04 1.98E-05 7.32E-05 1.67E-04 2.60E-04 3.74E+00 9.05E-06 5.89E-04

2.71E-05 9.10E-04 1.71E-02 0.00E+00 7.94E-05 1.73E-04 2.75E-06 2.55E-04 1.98E-05 6.05E-05 2.53E-06 8.29E-05 2.66E+00 1.89E-03 5.42E-04

1.52E-04 5.19E-03 7.26E-04 3.45E-05 7.94E-05 1.74E-04 1.83E-04 4.37E-04 1.98E-05 6.10E-05 1.75E-04 2.56E-04 3.64E+00 7.05E-06 5.74E-04

2.79E-05 6.99E-04 1.29E-02 0.00E+00 7.94E-05 1.64E-04 3.32E-06 2.47E-04 1.98E-05 5.75E-05 3.05E-06 8.04E-05 2.60E+00 1.95E-03 5.29E-04

2.43E-04 9.49E-03 9.66E-04 3.42E-05 7.94E-05 1.79E-04 1.83E-04 4.41E-04 1.98E-05 6.26E-05 1.75E-04 2.57E-04 3.62E+00 1.13E-05 5.70E-04

2.78E-05 7.28E-04 1.34E-02 0.00E+00 7.94E-05 1.67E-04 3.26E-06 2.50E-04 1.98E-05 5.85E-05 2.99E-06 8.14E-05 2.66E+00 1.95E-03 5.43E-04

3.58E-04 1.10E-02 1.44E-03 3.42E-05 7.94E-05 1.82E-04 2.75E-04 5.37E-04 1.98E-05 6.37E-05 2.63E-04 3.47E-04 3.62E+00 1.66E-05 5.70E-04

2.78E-05 7.34E-04 1.37E-02 0.00E+00 7.94E-05 1.68E-04 3.22E-06 2.51E-04 1.98E-05 5.90E-05 2.96E-06 8.18E-05 2.67E+00 1.94E-03 5.44E-04

1.90E-06 3.46E-02 2.58E-05 7.81E-05 7.94E-05 4.63E-04 3.61E-05 5.78E-04 1.98E-05 1.62E-04 3.46E-05 2.16E-04 8.26E+00 8.80E-08 1.30E-03

3.15E-04 7.14E-03 2.02E-02 0.00E+00 7.94E-05 4.63E-04 2.43E-05 5.67E-04 1.98E-05 1.62E-04 2.23E-05 2.04E-04 2.87E+00 5.23E-03 5.86E-04

2.54E-04 9.99E-03 9.69E-04 3.27E-05 7.94E-05 1.77E-04 1.83E-04 4.39E-04 1.98E-05 6.18E-05 1.75E-04 2.57E-04 3.45E+00 1.18E-05 5.44E-04

2.72E-05 8.02E-04 1.49E-02 0.00E+00 7.94E-05 1.64E-04 3.01E-06 2.46E-04 1.98E-05 5.73E-05 2.76E-06 7.99E-05 2.66E+00 1.90E-03 5.42E-04

4.23E-05 4.48E-03 1.78E-04 3.42E-05 7.94E-05 1.71E-04 3.69E-05 2.87E-04 1.98E-05 5.98E-05 3.53E-05 1.15E-04 3.61E+00 1.96E-06 5.68E-04

4.93E-03 2.35E-02 2.08E-01 5.28E-05 4.41E-05 2.14E-04 8.65E-06 2.67E-04 1.10E-05 7.50E-05 8.02E-06 9.40E-05 5.34E+00 7.57E-04 5.90E-04

2.66E-05 3.27E-04 8.91E-04 3.32E-05 2.29E-05 2.25E-04 2.92E-06 2.51E-04 5.72E-06 7.89E-05 2.69E-06 8.73E-05 3.36E+00 8.65E-06 3.34E-05

7.96E-05 3.55E-04 6.40E-05 1.88E-05 2.65E-05 2.43E-04 4.92E-06 2.74E-04 6.61E-06 8.49E-05 4.71E-06 9.62E-05 1.99E+00 3.70E-06 3.13E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 2.65E-05 1.21E-04 0.00E+00 1.48E-04 6.61E-06 4.24E-05 0.00E+00 4.91E-05 0.00E+00 0.00E+00 0.00E+00

4.66E-05 1.45E-03 5.75E-02 0.00E+00 6.91E-05 2.43E-04 4.26E-07 3.12E-04 1.73E-05 8.49E-05 4.08E-07 1.03E-04 4.40E+00 3.26E-03 8.96E-04 1055
ROG_RUNEX NOx_RUNEX CO_RUNEX SOx_RUNEX PM10_RUNEX PM10_PMTW PM10_PMBW PM10_TOTAL PM2.5_RUNEX PM2.5_PMTW PM2.5_PMBW PM 2.5 Total CO2_RUNEX CH4_RUNEX N2O_RUNEX

5.15E-07 7.79E-06 1.50E-06 1.01E-08 1.20E-08 4.21E-08 3.31E-07 3.85E-07 3.00E-09 1.47E-08 3.17E-07 3.35E-07 1.06E-03 2.39E-08 1.67E-07

5.54E-09 1.33E-07 2.19E-06 0.00E+00 1.20E-08 4.21E-08 4.82E-10 5.45E-08 3.00E-09 1.47E-08 4.43E-10 1.82E-08 7.85E-04 3.88E-07 1.60E-07

1.49E-08 6.40E-08 9.99E-07 3.00E-09 8.00E-09 6.93E-09 1.46E-09 1.64E-08 2.00E-09 2.43E-09 1.34E-09 5.77E-09 3.03E-04 3.69E-09 6.09E-09

2.91E-08 2.59E-07 3.28E-07 2.30E-09 8.00E-09 6.94E-09 1.85E-08 3.34E-08 2.00E-09 2.43E-09 1.77E-08 2.21E-08 2.43E-04 1.35E-09 3.82E-08

0.00E+00 0.00E+00 0.00E+00 0.00E+00 8.00E-09 4.36E-09 0.00E+00 1.24E-08 2.00E-09 1.53E-09 0.00E+00 3.53E-09 0.00E+00 0.00E+00 0.00E+00

1.43E-09 3.25E-09 2.41E-07 1.46E-09 8.00E-09 3.73E-09 9.19E-10 1.26E-08 2.00E-09 1.31E-09 8.45E-10 4.15E-09 1.48E-04 4.67E-10 6.25E-10

6.87E-08 2.97E-07 2.98E-06 3.60E-09 8.00E-09 8.46E-09 3.10E-09 1.96E-08 2.00E-09 2.96E-09 2.85E-09 7.81E-09 3.64E-04 1.49E-08 1.91E-08

3.17E-07 1.57E-06 2.08E-06 3.93E-09 8.00E-09 9.61E-09 2.43E-07 2.60E-07 2.00E-09 3.36E-09 2.32E-07 2.37E-07 4.15E-04 1.47E-08 6.53E-08

0.00E+00 0.00E+00 0.00E+00 0.00E+00 8.00E-09 4.41E-09 0.00E+00 1.24E-08 2.00E-09 1.54E-09 0.00E+00 3.54E-09 0.00E+00 0.00E+00 0.00E+00

1.44E-09 3.26E-09 2.42E-07 1.47E-09 8.00E-09 3.73E-09 1.07E-09 1.28E-08 2.00E-09 1.30E-09 9.81E-10 4.29E-09 1.49E-04 4.70E-10 6.31E-10

2.09E-08 1.29E-07 1.29E-06 3.82E-09 8.00E-09 8.02E-09 1.57E-09 1.76E-08 2.00E-09 2.81E-09 1.44E-09 6.25E-09 3.86E-04 4.97E-09 9.35E-09

2.22E-08 1.04E-07 1.59E-07 3.19E-09 8.00E-09 7.62E-09 1.20E-08 2.76E-08 2.00E-09 2.67E-09 1.15E-08 1.61E-08 3.37E-04 1.03E-09 5.30E-08

0.00E+00 0.00E+00 0.00E+00 0.00E+00 8.00E-09 4.35E-09 0.00E+00 1.23E-08 2.00E-09 1.52E-09 0.00E+00 3.52E-09 0.00E+00 0.00E+00 0.00E+00

1.41E-09 3.20E-09 2.38E-07 1.44E-09 8.00E-09 3.73E-09 1.04E-09 1.28E-08 2.00E-09 1.31E-09 9.53E-10 4.26E-09 1.46E-04 4.63E-10 6.24E-10

3.96E-08 2.74E-07 1.35E-06 6.98E-09 8.00E-09 7.80E-08 1.23E-09 8.72E-08 2.00E-09 2.73E-08 1.13E-09 3.04E-08 7.05E-04 7.87E-09 1.55E-08

1.38E-07 2.72E-06 4.86E-07 4.71E-09 1.20E-08 7.80E-08 3.46E-08 1.25E-07 3.00E-09 2.73E-08 3.31E-08 6.34E-08 4.97E-04 6.40E-09 7.83E-08

2.35E-08 2.13E-07 9.43E-07 7.54E-09 8.00E-09 9.10E-08 1.02E-09 1.00E-07 2.00E-09 3.19E-08 9.42E-10 3.48E-08 7.62E-04 5.02E-09 1.30E-08

1.17E-07 1.99E-06 3.47E-07 5.70E-09 1.20E-08 9.10E-08 2.99E-08 1.33E-07 3.00E-09 3.19E-08 2.86E-08 6.35E-08 6.03E-04 5.45E-09 9.48E-08

1.28E-06 6.39E-07 1.50E-05 1.89E-09 4.00E-09 1.20E-08 1.76E-09 1.78E-08 1.00E-09 4.20E-09 1.65E-09 6.85E-09 1.91E-04 1.88E-07 4.23E-08

3.60E-08 2.04E-07 1.70E-06 4.63E-09 8.00E-09 8.28E-09 1.63E-09 1.79E-08 2.00E-09 2.90E-09 1.50E-09 6.40E-09 4.68E-04 7.76E-09 1.33E-08

2.10E-08 2.39E-07 2.94E-07 4.26E-09 8.00E-09 7.93E-09 1.18E-08 2.77E-08 2.00E-09 2.78E-09 1.13E-08 1.61E-08 4.51E-04 9.74E-10 7.09E-08

0.00E+00 0.00E+00 0.00E+00 0.00E+00 8.00E-09 4.42E-09 0.00E+00 1.24E-08 2.00E-09 1.55E-09 0.00E+00 3.55E-09 0.00E+00 0.00E+00 0.00E+00

1.43E-09 3.25E-09 2.42E-07 1.47E-09 8.00E-09 3.72E-09 1.07E-09 1.28E-08 2.00E-09 1.30E-09 9.84E-10 4.29E-09 1.48E-04 4.67E-10 6.25E-10

7.63E-08 4.65E-07 2.52E-06 1.74E-08 1.20E-08 4.22E-08 1.38E-09 5.55E-08 3.00E-09 1.48E-08 1.27E-09 1.90E-08 1.76E-03 1.60E-08 2.74E-08

7.57E-08 4.57E-06 3.48E-07 9.27E-09 1.60E-08 4.21E-08 1.57E-07 2.15E-07 4.00E-09 1.47E-08 1.50E-07 1.69E-07 9.79E-04 3.52E-09 1.54E-07

1.68E-07 4.16E-06 6.26E-07 1.63E-08 1.20E-08 8.20E-08 9.92E-08 1.93E-07 3.00E-09 2.87E-08 9.49E-08 1.27E-07 1.72E-03 7.80E-09 2.71E-07

6.88E-08 6.11E-07 1.87E-06 1.71E-08 1.20E-08 4.21E-08 5.35E-10 5.46E-08 3.00E-09 1.47E-08 4.92E-10 1.82E-08 1.72E-03 1.41E-08 2.89E-08

2.86E-07 5.66E-06 1.00E-06 2.05E-08 0.00E+00 0.00E+00 9.41E-08 9.41E-08 0.00E+00 0.00E+00 9.00E-08 9.00E-08 2.17E-03 1.33E-08 3.42E-07

1.95E-07 6.08E-07 4.12E-06 9.14E-09 8.00E-09 4.68E-08 1.66E-09 5.65E-08 2.00E-09 1.64E-08 1.54E-09 1.99E-08 9.24E-04 3.24E-08 3.07E-08

1.63E-07 9.02E-06 3.85E-07 1.22E-08 1.20E-08 4.68E-08 5.74E-08 1.16E-07 3.00E-09 1.64E-08 5.50E-08 7.44E-08 1.29E-03 7.56E-09 2.03E-07

7.19E-08 1.01E-06 1.79E-05 0.00E+00 1.20E-08 4.68E-08 4.48E-09 6.33E-08 3.00E-09 1.64E-08 4.12E-09 2.35E-08 1.78E-03 5.03E-06 3.62E-07

8.47E-08 2.15E-06 3.11E-07 1.06E-08 1.20E-08 4.20E-08 6.98E-08 1.24E-07 3.00E-09 1.47E-08 6.68E-08 8.45E-08 1.12E-03 3.93E-09 1.76E-07

5.82E-08 1.61E-06 2.26E-07 1.05E-08 1.20E-08 4.20E-08 5.09E-08 1.05E-07 3.00E-09 1.47E-08 4.87E-08 6.64E-08 1.11E-03 2.70E-09 1.75E-07

8.28E-08 2.11E-06 3.15E-07 1.04E-08 1.20E-08 4.20E-08 7.19E-08 1.26E-07 3.00E-09 1.47E-08 6.88E-08 8.65E-08 1.10E-03 3.85E-09 1.73E-07

8.24E-08 2.24E-06 2.91E-07 9.81E-09 1.20E-08 4.20E-08 6.59E-08 1.20E-07 3.00E-09 1.47E-08 6.31E-08 8.08E-08 1.04E-03 3.83E-09 1.63E-07

5.04E-09 1.47E-07 2.35E-06 0.00E+00 1.20E-08 4.20E-08 3.35E-10 5.44E-08 3.00E-09 1.47E-08 3.08E-10 1.80E-08 7.52E-04 3.52E-07 1.53E-07

2.81E-07 6.16E-06 1.00E-06 1.02E-08 1.20E-08 4.22E-08 2.17E-07 2.71E-07 3.00E-09 1.48E-08 2.07E-07 2.25E-07 1.08E-03 1.30E-08 1.70E-07

5.31E-09 1.55E-07 2.40E-06 0.00E+00 1.20E-08 4.22E-08 3.47E-10 5.46E-08 3.00E-09 1.48E-08 3.19E-10 1.81E-08 8.08E-04 3.72E-07 1.65E-07

1.41E-07 3.09E-06 5.25E-07 1.04E-08 1.20E-08 4.22E-08 1.16E-07 1.70E-07 3.00E-09 1.48E-08 1.11E-07 1.29E-07 1.10E-03 6.55E-09 1.73E-07

5.32E-09 1.55E-07 2.40E-06 0.00E+00 1.20E-08 4.22E-08 3.48E-10 5.46E-08 3.00E-09 1.48E-08 3.20E-10 1.81E-08 8.00E-04 3.72E-07 1.63E-07

1.96E-07 4.49E-06 7.09E-07 1.00E-08 1.20E-08 4.22E-08 1.57E-07 2.12E-07 3.00E-09 1.48E-08 1.50E-07 1.68E-07 1.06E-03 9.10E-09 1.67E-07

5.32E-09 1.54E-07 2.40E-06 0.00E+00 1.20E-08 4.22E-08 3.50E-10 5.46E-08 3.00E-09 1.48E-08 3.22E-10 1.81E-08 8.09E-04 3.73E-07 1.65E-07

1.49E-07 4.85E-06 4.88E-07 9.98E-09 1.20E-08 4.22E-08 1.03E-07 1.57E-07 3.00E-09 1.48E-08 9.81E-08 1.16E-07 1.06E-03 6.93E-09 1.66E-07

5.73E-09 1.33E-07 2.22E-06 0.00E+00 1.20E-08 4.22E-08 5.05E-10 5.47E-08 3.00E-09 1.48E-08 4.64E-10 1.82E-08 8.01E-04 4.01E-07 1.63E-07

2.63E-07 5.70E-06 9.50E-07 1.03E-08 1.20E-08 4.22E-08 2.10E-07 2.64E-07 3.00E-09 1.48E-08 2.01E-07 2.19E-07 1.09E-03 1.22E-08 1.71E-07

5.28E-09 1.54E-07 2.39E-06 0.00E+00 1.20E-08 4.22E-08 3.45E-10 5.45E-08 3.00E-09 1.48E-08 3.17E-10 1.81E-08 8.04E-04 3.69E-07 1.64E-07

9.79E-08 2.16E-06 3.88E-07 1.04E-08 1.20E-08 4.22E-08 8.66E-08 1.41E-07 3.00E-09 1.48E-08 8.28E-08 1.01E-07 1.10E-03 4.55E-09 1.74E-07

5.27E-09 1.54E-07 2.40E-06 0.00E+00 1.20E-08 4.22E-08 3.43E-10 5.45E-08 3.00E-09 1.48E-08 3.16E-10 1.81E-08 7.97E-04 3.69E-07 1.62E-07 MTons/Mile
1056

1.77E-07 3.80E-06 6.50E-07 1.02E-08 1.20E-08 4.22E-08 1.45E-07 1.99E-07 3.00E-09 1.48E-08 1.38E-07 1.56E-07 1.08E-03 8.21E-09 1.70E-07

5.30E-09 1.53E-07 2.38E-06 0.00E+00 1.20E-08 4.22E-08 3.53E-10 5.46E-08 3.00E-09 1.48E-08 3.25E-10 1.81E-08 8.02E-04 3.71E-07 1.64E-07

1.72E-07 4.17E-06 5.36E-07 1.03E-08 1.20E-08 4.22E-08 1.22E-07 1.76E-07 3.00E-09 1.48E-08 1.17E-07 1.35E-07 1.09E-03 7.98E-09 1.72E-07

6.16E-09 1.07E-07 1.99E-06 0.00E+00 1.20E-08 4.22E-08 6.76E-10 5.49E-08 3.00E-09 1.48E-08 6.21E-10 1.84E-08 7.97E-04 4.31E-07 1.63E-07

2.54E-07 5.86E-06 8.58E-07 1.03E-08 1.20E-08 4.22E-08 1.85E-07 2.40E-07 3.00E-09 1.48E-08 1.77E-07 1.95E-07 1.08E-03 1.18E-08 1.71E-07

1.34E-07 4.15E-06 4.72E-07 9.48E-09 1.20E-08 4.22E-08 1.03E-07 1.57E-07 3.00E-09 1.48E-08 9.83E-08 1.16E-07 1.00E-03 6.22E-09 1.58E-07

5.53E-09 1.40E-07 2.27E-06 0.00E+00 1.20E-08 4.22E-08 4.38E-10 5.46E-08 3.00E-09 1.48E-08 4.02E-10 1.82E-08 8.02E-04 3.87E-07 1.64E-07

8.47E-08 2.15E-06 3.11E-07 1.06E-08 1.20E-08 4.20E-08 6.98E-08 1.24E-07 3.00E-09 1.47E-08 6.68E-08 8.45E-08 1.12E-03 3.93E-09 1.76E-07

5.82E-08 1.61E-06 2.26E-07 1.05E-08 1.20E-08 4.20E-08 5.09E-08 1.05E-07 3.00E-09 1.47E-08 4.87E-08 6.64E-08 1.11E-03 2.70E-09 1.75E-07

8.28E-08 2.11E-06 3.15E-07 1.04E-08 1.20E-08 4.20E-08 7.19E-08 1.26E-07 3.00E-09 1.47E-08 6.88E-08 8.65E-08 1.10E-03 3.85E-09 1.73E-07

9.11E-08 2.35E-06 3.21E-07 9.80E-09 1.20E-08 4.20E-08 7.27E-08 1.27E-07 3.00E-09 1.47E-08 6.95E-08 8.73E-08 1.04E-03 4.23E-09 1.63E-07

5.25E-08 8.95E-06 1.55E-07 1.03E-08 1.20E-08 4.21E-08 3.94E-08 9.35E-08 3.00E-09 1.47E-08 3.77E-08 5.54E-08 1.09E-03 2.44E-09 1.72E-07

5.44E-09 1.32E-07 2.20E-06 0.00E+00 1.20E-08 4.21E-08 4.55E-10 5.46E-08 3.00E-09 1.47E-08 4.19E-10 1.82E-08 7.84E-04 3.81E-07 1.60E-07

2.94E-08 4.16E-06 1.00E-07 1.05E-08 1.20E-08 4.21E-08 2.30E-08 7.71E-08 3.00E-09 1.47E-08 2.21E-08 3.98E-08 1.11E-03 1.37E-09 1.75E-07

5.85E-09 1.19E-07 2.06E-06 0.00E+00 1.20E-08 4.21E-08 6.14E-10 5.47E-08 3.00E-09 1.47E-08 5.64E-10 1.83E-08 7.71E-04 4.10E-07 1.57E-07

7.23E-08 9.27E-06 2.02E-07 1.05E-08 1.20E-08 4.21E-08 5.66E-08 1.11E-07 3.00E-09 1.47E-08 5.41E-08 7.18E-08 1.11E-03 3.36E-09 1.75E-07

5.98E-09 1.12E-07 2.00E-06 0.00E+00 1.20E-08 4.21E-08 6.58E-10 5.48E-08 3.00E-09 1.47E-08 6.05E-10 1.83E-08 7.74E-04 4.18E-07 1.58E-07

8.75E-08 1.01E-05 2.35E-07 1.07E-08 1.20E-08 4.21E-08 6.79E-08 1.22E-07 3.00E-09 1.47E-08 6.50E-08 8.27E-08 1.13E-03 4.07E-09 1.78E-07

5.84E-09 1.18E-07 2.06E-06 0.00E+00 1.20E-08 4.21E-08 6.08E-10 5.47E-08 3.00E-09 1.47E-08 5.59E-10 1.83E-08 7.77E-04 4.09E-07 1.58E-07

1.36E-08 1.09E-06 4.85E-08 9.98E-09 1.20E-08 4.21E-08 8.33E-09 6.24E-08 3.00E-09 1.47E-08 7.97E-09 2.57E-08 1.05E-03 6.30E-10 1.66E-07

5.11E-09 1.50E-07 2.38E-06 0.00E+00 1.20E-08 4.21E-08 3.32E-10 5.44E-08 3.00E-09 1.47E-08 3.05E-10 1.80E-08 7.84E-04 3.57E-07 1.60E-07

1.86E-08 1.76E-06 6.78E-08 1.01E-08 1.20E-08 4.21E-08 1.28E-08 6.69E-08 3.00E-09 1.47E-08 1.23E-08 3.00E-08 1.07E-03 8.63E-10 1.68E-07

5.11E-09 1.50E-07 2.38E-06 0.00E+00 1.20E-08 4.21E-08 3.32E-10 5.44E-08 3.00E-09 1.47E-08 3.05E-10 1.80E-08 7.68E-04 3.57E-07 1.56E-07

1.45E-08 1.59E-06 6.07E-08 1.02E-08 1.20E-08 4.21E-08 1.25E-08 6.66E-08 3.00E-09 1.47E-08 1.19E-08 2.97E-08 1.08E-03 6.73E-10 1.69E-07

5.11E-09 1.50E-07 2.38E-06 0.00E+00 1.20E-08 4.21E-08 3.32E-10 5.44E-08 3.00E-09 1.47E-08 3.05E-10 1.80E-08 7.65E-04 3.57E-07 1.56E-07

1.40E-07 9.15E-07 3.81E-06 1.70E-08 1.20E-08 4.22E-08 1.15E-09 5.53E-08 3.00E-09 1.48E-08 1.06E-09 1.88E-08 1.72E-03 2.61E-08 4.00E-08

8.07E-08 3.47E-06 3.05E-07 1.50E-08 3.60E-08 7.69E-08 6.47E-08 1.78E-07 9.00E-09 2.69E-08 6.19E-08 9.78E-08 1.58E-03 3.75E-09 2.49E-07

1.22E-08 3.93E-07 7.48E-06 0.00E+00 3.60E-08 7.44E-08 1.27E-09 1.12E-07 9.00E-09 2.60E-08 1.17E-09 3.62E-08 1.17E-03 8.52E-07 2.39E-07

1.33E-07 3.73E-06 5.48E-07 1.51E-08 3.60E-08 7.77E-08 1.07E-07 2.21E-07 9.00E-09 2.72E-08 1.02E-07 1.38E-07 1.59E-03 6.17E-09 2.51E-07

9.43E-08 3.63E-06 3.55E-07 1.50E-08 3.60E-08 7.70E-08 7.21E-08 1.85E-07 9.00E-09 2.70E-08 6.90E-08 1.05E-07 1.58E-03 4.38E-09 2.49E-07

7.62E-08 4.53E-06 2.31E-07 1.54E-08 3.60E-08 8.34E-08 3.49E-08 1.54E-07 9.00E-09 2.92E-08 3.34E-08 7.16E-08 1.63E-03 3.54E-09 2.56E-07

1.21E-08 4.97E-07 9.57E-06 0.00E+00 3.60E-08 8.21E-08 1.03E-09 1.19E-07 9.00E-09 2.87E-08 9.44E-10 3.87E-08 1.30E-03 8.44E-07 2.65E-07

8.84E-08 1.24E-05 3.57E-07 1.60E-08 3.60E-08 9.48E-08 7.91E-08 2.10E-07 9.00E-09 3.32E-08 7.57E-08 1.18E-07 1.70E-03 4.11E-09 2.67E-07

1.23E-08 4.13E-07 7.76E-06 0.00E+00 3.60E-08 7.84E-08 1.25E-09 1.16E-07 9.00E-09 2.74E-08 1.15E-09 3.76E-08 1.21E-03 8.59E-07 2.46E-07

6.88E-08 2.36E-06 3.29E-07 1.56E-08 3.60E-08 7.91E-08 8.31E-08 1.98E-07 9.00E-09 2.77E-08 7.95E-08 1.16E-07 1.65E-03 3.20E-09 2.60E-07

1.26E-08 3.17E-07 5.84E-06 0.00E+00 3.60E-08 7.45E-08 1.51E-09 1.12E-07 9.00E-09 2.61E-08 1.38E-09 3.65E-08 1.18E-03 8.85E-07 2.40E-07

1.10E-07 4.30E-06 4.38E-07 1.55E-08 3.60E-08 8.12E-08 8.30E-08 2.00E-07 9.00E-09 2.84E-08 7.94E-08 1.17E-07 1.64E-03 5.12E-09 2.58E-07

1.26E-08 3.30E-07 6.06E-06 0.00E+00 3.60E-08 7.59E-08 1.48E-09 1.13E-07 9.00E-09 2.65E-08 1.36E-09 3.69E-08 1.21E-03 8.83E-07 2.46E-07

1.63E-07 4.97E-06 6.54E-07 1.55E-08 3.60E-08 8.26E-08 1.25E-07 2.44E-07 9.00E-09 2.89E-08 1.20E-07 1.57E-07 1.64E-03 7.55E-09 2.58E-07

1.26E-08 3.33E-07 6.20E-06 0.00E+00 3.60E-08 7.64E-08 1.46E-09 1.14E-07 9.00E-09 2.67E-08 1.34E-09 3.71E-08 1.21E-03 8.81E-07 2.47E-07

8.60E-10 1.57E-05 1.17E-08 3.54E-08 3.60E-08 2.10E-07 1.64E-08 2.62E-07 9.00E-09 7.35E-08 1.57E-08 9.82E-08 3.75E-03 3.99E-11 5.90E-07

1.43E-07 3.24E-06 9.17E-06 0.00E+00 3.60E-08 2.10E-07 1.10E-08 2.57E-07 9.00E-09 7.35E-08 1.01E-08 9.26E-08 1.30E-03 2.37E-06 2.66E-07

1.15E-07 4.53E-06 4.40E-07 1.48E-08 3.60E-08 8.01E-08 8.30E-08 1.99E-07 9.00E-09 2.80E-08 7.94E-08 1.16E-07 1.57E-03 5.34E-09 2.47E-07

1.23E-08 3.64E-07 6.74E-06 0.00E+00 3.60E-08 7.42E-08 1.36E-09 1.12E-07 9.00E-09 2.60E-08 1.25E-09 3.62E-08 1.21E-03 8.64E-07 2.46E-07

1.92E-08 2.03E-06 8.07E-08 1.55E-08 3.60E-08 7.75E-08 1.68E-08 1.30E-07 9.00E-09 2.71E-08 1.60E-08 5.21E-08 1.64E-03 8.91E-10 2.58E-07

2.24E-06 1.06E-05 9.45E-05 2.39E-08 2.00E-08 9.72E-08 3.92E-09 1.21E-07 5.00E-09 3.40E-08 3.64E-09 4.26E-08 2.42E-03 3.43E-07 2.68E-07

1.21E-08 1.48E-07 4.04E-07 1.51E-08 1.04E-08 1.02E-07 1.33E-09 1.14E-07 2.59E-09 3.58E-08 1.22E-09 3.96E-08 1.52E-03 3.92E-09 1.52E-08

3.61E-08 1.61E-07 2.90E-08 8.55E-09 1.20E-08 1.10E-07 2.23E-09 1.24E-07 3.00E-09 3.85E-08 2.13E-09 4.36E-08 9.03E-04 1.68E-09 1.42E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.20E-08 5.50E-08 0.00E+00 6.70E-08 3.00E-09 1.93E-08 0.00E+00 2.23E-08 0.00E+00 0.00E+00 0.00E+00

2.11E-08 6.59E-07 2.61E-05 0.00E+00 3.13E-08 1.10E-07 1.93E-10 1.42E-07 7.83E-09 3.85E-08 1.85E-10 4.65E-08 1.99E-03 1.48E-06 4.07E-07 1057
Year 2045 Current General Plan: Criteria Air Pollutants Source: EMFAC2021 (v1.0.2) Emission Rates, Riverside (SC) Sub-Area, Average Speed, Average Fleet Daily VMT 1,321,564
Vehicle Type Fuel Type Percent
of VMT
Adjusted Percent
of VMT ROG NOx CO SOx PM10 PM2.5
All Other Buses Diesel 0.02% 0.02% 0.01 0.39 0.05 0.01 0.04 0.02 All Other Buses Natural Gas 0.01% 0.01% 0.00 0.01 0.28 0.00 0.01 0.00 LDA Gasoline 41.11% 41.11% 3.44 22.87 588.22 2.70 18.54 5.87 LDA Diesel 0.03% 0.03% 0.00 0.02 0.10 0.00 0.01 0.00
LDA Electricity 5.15% 5.15% 0.00 0.00 0.00 0.00 1.86 0.53 LDA Plug-in Hybrid 1.93% 1.93% 0.06 0.14 10.27 0.06 0.68 0.20 LDT1 Gasoline 2.63% 2.63% 0.25 1.66 40.74 0.20 1.29 0.41 LDT1 Diesel 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00
LDT1 Electricity 0.07% 0.07% 0.00 0.00 0.00 0.00 0.03 0.01 LDT1 Plug-in Hybrid 0.06% 0.06% 0.00 0.00 0.33 0.00 0.02 0.01 LDT2 Gasoline 22.14% 22.14% 2.58 14.37 370.96 1.74 10.76 3.44 LDT2 Diesel 0.08% 0.08% 0.03 0.07 0.30 0.01 0.05 0.02
LDT2 Electricity 0.57% 0.57% 0.00 0.00 0.00 0.00 0.20 0.06 LDT2 Plug-in Hybrid 0.60% 0.60% 0.02 0.04 3.20 0.02 0.21 0.06 LHD1 Gasoline 0.79% 0.79% 0.04 0.48 13.44 0.11 2.00 0.70 LHD1 Diesel 0.55% 0.55% 0.67 4.19 1.37 0.07 1.62 0.67
LHD1 Electricity 1.05% 1.05% 0.00 0.00 0.00 0.00 1.44 0.48 LHD2 Gasoline 0.09% 0.09% 0.00 0.07 1.62 0.01 0.27 0.10 LHD2 Diesel 0.26% 0.26% 0.44 3.40 0.96 0.04 0.92 0.39
LHD2 Electricity 0.25% 0.25% 0.00 0.00 0.00 0.00 0.40 0.13 MCY Gasoline 0.25% 0.25% 5.66 3.34 69.90 0.01 0.13 0.05 MDV Gasoline 12.89% 12.89% 1.75 9.99 230.73 1.23 6.34 2.03 MDV Diesel 0.14% 0.14% 0.02 0.08 0.58 0.01 0.07 0.03
MDV Electricity 0.53% 0.53% 0.00 0.00 0.00 0.00 0.19 0.05 MDV Plug-in Hybrid 0.38% 0.38% 0.01 0.03 2.02 0.01 0.13 0.04 MH Gasoline 0.03% 0.03% 0.01 0.17 0.14 0.02 0.05 0.02
MH Diesel 0.02% 0.02% 0.02 1.14 0.07 0.01 0.06 0.03
Motor Coach Diesel 0.01% 0.01% 0.00 0.26 0.01 0.00 0.04 0.02 OBUS Gasoline 0.01% 0.01% 0.00 0.06 0.09 0.00 0.01 0.00 OBUS Electricity 0.01% 0.01% 0.00 0.00 0.00 0.00 0.01 0.00 PTO Diesel 0.06% 0.06% 0.03 4.34 0.32 0.03 0.01 0.01
PTO Electricity 0.06% 0.06% 0.00 0.00 0.00 0.00 0.00 0.00 SBUS Gasoline 0.01% 0.01% 0.00 0.07 0.09 0.00 0.02 0.01 SBUS Diesel 0.01% 0.01% 0.00 0.09 0.01 0.00 0.01 0.00
SBUS Electricity 0.02% 0.02% 0.00 0.00 0.00 0.00 0.02 0.01 SBUS Natural Gas 0.02% 0.02% 0.02 0.16 4.75 0.00 0.03 0.01 T6 CAIRP Class 4 Diesel 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 CAIRP Class 4 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 CAIRP Class 5 Diesel 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 CAIRP Class 5 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 CAIRP Class 6 Diesel 0.00% 0.00% 0.00 0.01 0.00 0.00 0.00 0.00 T6 CAIRP Class 6 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 CAIRP Class 7 Diesel 0.02% 0.02% 0.00 0.08 0.01 0.00 0.03 0.01 T6 CAIRP Class 7 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 CAIRP Class 7 Natural Gas 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Instate Delivery Class 4 Diesel 0.02% 0.02% 0.00 0.13 0.02 0.01 0.04 0.01 T6 Instate Delivery Class 4 Electricity 0.02% 0.02% 0.00 0.00 0.00 0.00 0.02 0.01 T6 Instate Delivery Class 4 Natural Gas 0.00% 0.00% 0.00 0.00 0.01 0.00 0.00 0.00 T6 Instate Delivery Class 5 Diesel 0.02% 0.02% 0.00 0.12 0.02 0.01 0.04 0.01 T6 Instate Delivery Class 5 Electricity 0.02% 0.02% 0.00 0.00 0.00 0.00 0.02 0.01 T6 Instate Delivery Class 5 Natural Gas 0.00% 0.00% 0.00 0.00 0.01 0.00 0.00 0.00 T6 Instate Delivery Class 6 Diesel 0.06% 0.06% 0.01 0.36 0.06 0.02 0.11 0.04 T6 Instate Delivery Class 6 Electricity 0.07% 0.07% 0.00 0.00 0.00 0.00 0.07 0.02 T6 Instate Delivery Class 6 Natural Gas 0.00% 0.00% 0.00 0.00 0.02 0.00 0.00 0.00 T6 Instate Delivery Class 7 Diesel 0.02% 0.02% 0.00 0.21 0.02 0.01 0.03 0.01 T6 Instate Delivery Class 7 Electricity 0.01% 0.01% 0.00 0.00 0.00 0.00 0.01 0.00 T6 Instate Delivery Class 7 Natural Gas 0.00% 0.00% 0.00 0.00 0.02 0.00 0.00 0.00 T6 Instate Other Class 4 Diesel 0.09% 0.09% 0.01 0.50 0.08 0.03 0.16 0.06 T6 Instate Other Class 4 Electricity 0.11% 0.11% 0.00 0.00 0.00 0.00 0.10 0.03 lbs/day
1058
T6 Instate Other Class 4 Natural Gas 0.00% 0.00% 0.00 0.00 0.03 0.00 0.00 0.00 T6 Instate Other Class 5 Diesel 0.24% 0.24% 0.03 1.26 0.21 0.06 0.40 0.15 T6 Instate Other Class 5 Electricity 0.27% 0.27% 0.00 0.00 0.00 0.00 0.26 0.08 T6 Instate Other Class 5 Natural Gas 0.00% 0.00% 0.00 0.00 0.07 0.00 0.00 0.00 T6 Instate Other Class 6 Diesel 0.16% 0.16% 0.02 0.90 0.15 0.04 0.28 0.11 T6 Instate Other Class 6 Electricity 0.19% 0.19% 0.00 0.00 0.00 0.00 0.18 0.06 T6 Instate Other Class 6 Natural Gas 0.00% 0.00% 0.00 0.00 0.05 0.00 0.00 0.00 T6 Instate Other Class 7 Diesel 0.11% 0.11% 0.02 1.00 0.11 0.03 0.19 0.07 T6 Instate Other Class 7 Electricity 0.08% 0.08% 0.00 0.00 0.00 0.00 0.08 0.02 T6 Instate Other Class 7 Natural Gas 0.00% 0.00% 0.00 0.00 0.12 0.00 0.00 0.00 T6 Instate Tractor Class 6 Diesel 0.00% 0.00% 0.00 0.01 0.00 0.00 0.00 0.00 T6 Instate Tractor Class 6 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Instate Tractor Class 6 Natural Gas 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Instate Tractor Class 7 Diesel 0.07% 0.07% 0.01 0.60 0.07 0.02 0.11 0.04 T6 Instate Tractor Class 7 Electricity 0.02% 0.02% 0.00 0.00 0.00 0.00 0.02 0.00 T6 Instate Tractor Class 7 Natural Gas 0.00% 0.00% 0.00 0.00 0.07 0.00 0.00 0.00 T6 OOS Class 4 Diesel 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 OOS Class 5 Diesel 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 OOS Class 6 Diesel 0.00% 0.00% 0.00 0.01 0.00 0.00 0.00 0.00 T6 OOS Class 7 Diesel 0.01% 0.01% 0.00 0.09 0.01 0.00 0.02 0.01 T6 Public Class 4 Diesel 0.00% 0.00% 0.00 0.03 0.00 0.00 0.01 0.00 T6 Public Class 4 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Public Class 4 Natural Gas 0.00% 0.00% 0.00 0.00 0.02 0.00 0.00 0.00 T6 Public Class 5 Diesel 0.01% 0.01% 0.00 0.06 0.01 0.00 0.01 0.00 T6 Public Class 5 Electricity 0.01% 0.01% 0.00 0.00 0.00 0.00 0.01 0.00 T6 Public Class 5 Natural Gas 0.00% 0.00% 0.00 0.00 0.05 0.00 0.00 0.00 T6 Public Class 6 Diesel 0.01% 0.01% 0.00 0.06 0.01 0.00 0.01 0.00 T6 Public Class 6 Electricity 0.01% 0.01% 0.00 0.00 0.00 0.00 0.01 0.00 T6 Public Class 6 Natural Gas 0.00% 0.00% 0.00 0.00 0.05 0.00 0.00 0.00 T6 Public Class 7 Diesel 0.02% 0.02% 0.00 0.12 0.01 0.00 0.03 0.01 T6 Public Class 7 Electricity 0.01% 0.01% 0.00 0.00 0.00 0.00 0.01 0.00 T6 Public Class 7 Natural Gas 0.00% 0.00% 0.00 0.00 0.13 0.00 0.01 0.00 T6 Utility Class 5 Diesel 0.01% 0.01% 0.00 0.02 0.00 0.00 0.01 0.00 T6 Utility Class 5 Electricity 0.01% 0.01% 0.00 0.00 0.00 0.00 0.01 0.00 T6 Utility Class 5 Natural Gas 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Utility Class 6 Diesel 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Utility Class 6 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Utility Class 6 Natural Gas 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Utility Class 7 Diesel 0.00% 0.00% 0.00 0.01 0.00 0.00 0.00 0.00 T6 Utility Class 7 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Utility Class 7 Natural Gas 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6TS Gasoline 0.05% 0.05% 0.01 0.10 0.25 0.02 0.09 0.03 T6TS Electricity 0.06% 0.06% 0.00 0.00 0.00 0.00 0.06 0.02 T7 CAIRP Class 8 Diesel 1.02% 1.02% 0.32 33.15 1.03 0.36 4.36 1.94 T7 CAIRP Class 8 Electricity 0.30% 0.30% 0.00 0.00 0.00 0.00 0.66 0.20 T7 CAIRP Class 8 Natural Gas 0.00% 0.00% 0.00 0.02 0.30 0.00 0.01 0.00 T7 NNOOS Class 8 Diesel 1.57% 1.57% 0.48 56.17 1.53 0.52 6.67 2.96 T7 NOOS Class 8 Diesel 0.57% 0.57% 0.18 20.98 0.57 0.19 2.45 1.10 T7 POLA Class 8 Diesel 0.71% 0.71% 0.21 22.91 0.73 0.27 2.94 1.27 T7 POLA Class 8 Electricity 0.13% 0.13% 0.00 0.00 0.00 0.00 0.29 0.09 T7 POLA Class 8 Natural Gas 0.03% 0.03% 0.01 0.12 2.27 0.00 0.10 0.03 T7 Public Class 8 Diesel 0.02% 0.02% 0.01 1.31 0.05 0.01 0.08 0.03 T7 Public Class 8 Electricity 0.03% 0.03% 0.00 0.00 0.00 0.00 0.07 0.02 T7 Public Class 8 Natural Gas 0.03% 0.03% 0.01 0.13 2.49 0.00 0.09 0.03 T7 Single Concrete/Transit Mix Class 8 Diesel 0.08% 0.08% 0.02 1.61 0.07 0.03 0.31 0.12 T7 Single Concrete/Transit Mix Class 8 Electricity 0.11% 0.11% 0.00 0.00 0.00 0.00 0.26 0.08 T7 Single Concrete/Transit Mix Class 8 Natural Gas 0.01% 0.01% 0.00 0.03 0.52 0.00 0.02 0.01 T7 Single Dump Class 8 Diesel 0.08% 0.08% 0.02 2.18 0.09 0.03 0.31 0.13 T7 Single Dump Class 8 Electricity 0.07% 0.07% 0.00 0.00 0.00 0.00 0.16 0.05 T7 Single Dump Class 8 Natural Gas 0.01% 0.01% 0.00 0.03 0.60 0.00 0.02 0.01 T7 Single Other Class 8 Diesel 0.13% 0.13% 0.03 3.22 0.13 0.05 0.50 0.20 T7 Single Other Class 8 Electricity 0.13% 0.13% 0.00 0.00 0.00 0.00 0.29 0.09 T7 Single Other Class 8 Natural Gas 0.01% 0.01% 0.00 0.05 0.90 0.00 0.03 0.01 T7 SWCV Class 8 Diesel 0.00% 0.00% 0.00 0.12 0.00 0.00 0.00 0.00 T7 SWCV Class 8 Electricity 0.01% 0.01% 0.00 0.00 0.00 0.00 0.04 0.01 T7 SWCV Class 8 Natural Gas 0.02% 0.02% 0.00 0.10 2.29 0.00 0.11 0.04 1059
T7 Tractor Class 8 Diesel 0.89% 0.89% 0.26 27.97 0.85 0.31 3.67 1.59 T7 Tractor Class 8 Electricity 0.18% 0.18% 0.00 0.00 0.00 0.00 0.40 0.12 T7 Tractor Class 8 Natural Gas 0.02% 0.02% 0.01 0.11 2.03 0.00 0.09 0.03 T7 Utility Class 8 Diesel 0.01% 0.01% 0.00 0.16 0.01 0.00 0.03 0.01 T7 Utility Class 8 Electricity 0.01% 0.01% 0.00 0.00 0.00 0.00 0.01 0.00 T7IS Gasoline 0.00% 0.00% 0.00 0.01 0.13 0.00 0.00 0.00 T7IS Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 UBUS Gasoline 0.02% 0.02% 0.00 0.01 0.34 0.00 0.06 0.02 UBUS Electricity 0.12% 0.12% 0.00 0.00 0.00 0.00 0.28 0.09 100% 100% 17 244 1,359 8 74 27
1060
Year 2045 General Plan Update: Criteria Air Pollutants
Source: EMFAC2021 (v1.0.2) Emission Rates, Riverside (SC) Sub-Area, Average Speed, Average Fleet Daily VMT 1,451,849
Vehicle Type Fuel Type Percent of
VMT
Adjusted Percent of
VMT ROG NOx CO SOx PM10 PM2.5
All Other Buses Diesel 0.02% 0.02% 0.01 0.43 0.06 0.01 0.05 0.02 All Other Buses Natural Gas 0.01% 0.01% 0.00 0.01 0.30 0.00 0.01 0.00 LDA Gasoline 41.11% 41.11% 3.78 25.12 646.21 2.96 20.37 6.45 LDA Diesel 0.03% 0.03% 0.00 0.02 0.11 0.00 0.01 0.00
LDA Electricity 5.15% 5.15% 0.00 0.00 0.00 0.00 2.04 0.58 LDA Plug-in Hybrid 1.93% 1.93% 0.07 0.15 11.28 0.07 0.75 0.22 LDT1 Gasoline 2.63% 2.63% 0.28 1.82 44.75 0.22 1.42 0.45 LDT1 Diesel 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00
LDT1 Electricity 0.07% 0.07% 0.00 0.00 0.00 0.00 0.03 0.01 LDT1 Plug-in Hybrid 0.06% 0.06% 0.00 0.00 0.36 0.00 0.02 0.01 LDT2 Gasoline 22.14% 22.14% 2.83 15.79 407.53 1.91 11.82 3.78 LDT2 Diesel 0.08% 0.08% 0.03 0.07 0.33 0.01 0.05 0.02
LDT2 Electricity 0.57% 0.57% 0.00 0.00 0.00 0.00 0.22 0.06 LDT2 Plug-in Hybrid 0.60% 0.60% 0.02 0.05 3.52 0.02 0.23 0.07 LHD1 Gasoline 0.79% 0.79% 0.04 0.53 14.77 0.12 2.20 0.77 LHD1 Diesel 0.55% 0.55% 0.73 4.60 1.51 0.08 1.78 0.73
LHD1 Electricity 1.05% 1.05% 0.00 0.00 0.00 0.00 1.58 0.53 LHD2 Gasoline 0.09% 0.09% 0.00 0.08 1.78 0.02 0.30 0.10 LHD2 Diesel 0.26% 0.26% 0.48 3.74 1.05 0.04 1.01 0.43
LHD2 Electricity 0.25% 0.25% 0.00 0.00 0.00 0.00 0.44 0.15 MCY Gasoline 0.25% 0.25% 6.22 3.67 76.79 0.01 0.15 0.06 MDV Gasoline 12.89% 12.89% 1.92 10.97 253.48 1.35 6.96 2.23 MDV Diesel 0.14% 0.14% 0.02 0.09 0.64 0.01 0.08 0.03
MDV Electricity 0.53% 0.53% 0.00 0.00 0.00 0.00 0.21 0.06 MDV Plug-in Hybrid 0.38% 0.38% 0.01 0.03 2.22 0.01 0.15 0.04 MH Gasoline 0.03% 0.03% 0.01 0.19 0.15 0.02 0.06 0.02
MH Diesel 0.02% 0.02% 0.02 1.25 0.08 0.01 0.06 0.04
Motor Coach Diesel 0.01% 0.01% 0.00 0.29 0.02 0.01 0.04 0.02 OBUS Gasoline 0.01% 0.01% 0.00 0.07 0.10 0.00 0.02 0.01 OBUS Electricity 0.01% 0.01% 0.00 0.00 0.00 0.00 0.01 0.00 PTO Diesel 0.06% 0.06% 0.03 4.77 0.35 0.03 0.01 0.01
PTO Electricity 0.06% 0.06% 0.00 0.00 0.00 0.00 0.00 0.00 SBUS Gasoline 0.01% 0.01% 0.01 0.08 0.10 0.00 0.03 0.01 SBUS Diesel 0.01% 0.01% 0.00 0.10 0.01 0.00 0.01 0.00
SBUS Electricity 0.02% 0.02% 0.00 0.00 0.00 0.00 0.03 0.01 SBUS Natural Gas 0.02% 0.02% 0.03 0.17 5.22 0.00 0.03 0.01 T6 CAIRP Class 4 Diesel 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 CAIRP Class 4 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 CAIRP Class 5 Diesel 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 CAIRP Class 5 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 CAIRP Class 6 Diesel 0.00% 0.00% 0.00 0.01 0.00 0.00 0.00 0.00 T6 CAIRP Class 6 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 CAIRP Class 7 Diesel 0.02% 0.02% 0.00 0.09 0.02 0.00 0.03 0.01 T6 CAIRP Class 7 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.01 0.00 T6 CAIRP Class 7 Natural Gas 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Instate Delivery Class 4 Diesel 0.02% 0.02% 0.00 0.14 0.02 0.01 0.04 0.02 T6 Instate Delivery Class 4 Electricity 0.02% 0.02% 0.00 0.00 0.00 0.00 0.03 0.01 T6 Instate Delivery Class 4 Natural Gas 0.00% 0.00% 0.00 0.00 0.01 0.00 0.00 0.00 T6 Instate Delivery Class 5 Diesel 0.02% 0.02% 0.00 0.13 0.02 0.01 0.04 0.02 T6 Instate Delivery Class 5 Electricity 0.02% 0.02% 0.00 0.00 0.00 0.00 0.03 0.01 T6 Instate Delivery Class 5 Natural Gas 0.00% 0.00% 0.00 0.00 0.01 0.00 0.00 0.00 T6 Instate Delivery Class 6 Diesel 0.06% 0.06% 0.01 0.39 0.06 0.02 0.12 0.04 T6 Instate Delivery Class 6 Electricity 0.07% 0.07% 0.00 0.00 0.00 0.00 0.07 0.02 T6 Instate Delivery Class 6 Natural Gas 0.00% 0.00% 0.00 0.00 0.02 0.00 0.00 0.00 T6 Instate Delivery Class 7 Diesel 0.02% 0.02% 0.00 0.24 0.02 0.01 0.04 0.01 T6 Instate Delivery Class 7 Electricity 0.01% 0.01% 0.00 0.00 0.00 0.00 0.01 0.00 T6 Instate Delivery Class 7 Natural Gas 0.00% 0.00% 0.00 0.00 0.03 0.00 0.00 0.00 T6 Instate Other Class 4 Diesel 0.09% 0.09% 0.01 0.55 0.09 0.03 0.18 0.07 T6 Instate Other Class 4 Electricity 0.11% 0.11% 0.00 0.00 0.00 0.00 0.11 0.04 lbs/day
1061
T6 Instate Other Class 4 Natural Gas 0.00% 0.00% 0.00 0.00 0.03 0.00 0.00 0.00 T6 Instate Other Class 5 Diesel 0.24% 0.24% 0.04 1.38 0.23 0.07 0.44 0.17 T6 Instate Other Class 5 Electricity 0.27% 0.27% 0.00 0.00 0.00 0.00 0.29 0.09 T6 Instate Other Class 5 Natural Gas 0.00% 0.00% 0.00 0.00 0.08 0.00 0.00 0.00 T6 Instate Other Class 6 Diesel 0.16% 0.16% 0.03 0.99 0.16 0.05 0.31 0.12 T6 Instate Other Class 6 Electricity 0.19% 0.19% 0.00 0.00 0.00 0.00 0.20 0.06 T6 Instate Other Class 6 Natural Gas 0.00% 0.00% 0.00 0.00 0.06 0.00 0.00 0.00 T6 Instate Other Class 7 Diesel 0.11% 0.11% 0.02 1.10 0.13 0.03 0.21 0.08 T6 Instate Other Class 7 Electricity 0.08% 0.08% 0.00 0.00 0.00 0.00 0.09 0.03 T6 Instate Other Class 7 Natural Gas 0.00% 0.00% 0.00 0.01 0.13 0.00 0.00 0.00 T6 Instate Tractor Class 6 Diesel 0.00% 0.00% 0.00 0.01 0.00 0.00 0.00 0.00 T6 Instate Tractor Class 6 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Instate Tractor Class 6 Natural Gas 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Instate Tractor Class 7 Diesel 0.07% 0.07% 0.01 0.66 0.08 0.02 0.13 0.05 T6 Instate Tractor Class 7 Electricity 0.02% 0.02% 0.00 0.00 0.00 0.00 0.02 0.01 T6 Instate Tractor Class 7 Natural Gas 0.00% 0.00% 0.00 0.00 0.08 0.00 0.00 0.00 T6 OOS Class 4 Diesel 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 OOS Class 5 Diesel 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 OOS Class 6 Diesel 0.00% 0.00% 0.00 0.01 0.00 0.00 0.00 0.00 T6 OOS Class 7 Diesel 0.01% 0.01% 0.00 0.10 0.01 0.00 0.03 0.01 T6 Public Class 4 Diesel 0.00% 0.00% 0.00 0.03 0.00 0.00 0.01 0.00 T6 Public Class 4 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Public Class 4 Natural Gas 0.00% 0.00% 0.00 0.00 0.02 0.00 0.00 0.00 T6 Public Class 5 Diesel 0.01% 0.01% 0.00 0.06 0.01 0.00 0.01 0.00 T6 Public Class 5 Electricity 0.01% 0.01% 0.00 0.00 0.00 0.00 0.01 0.00 T6 Public Class 5 Natural Gas 0.00% 0.00% 0.00 0.00 0.05 0.00 0.00 0.00 T6 Public Class 6 Diesel 0.01% 0.01% 0.00 0.06 0.01 0.00 0.01 0.01 T6 Public Class 6 Electricity 0.01% 0.01% 0.00 0.00 0.00 0.00 0.01 0.00 T6 Public Class 6 Natural Gas 0.00% 0.00% 0.00 0.00 0.06 0.00 0.00 0.00 T6 Public Class 7 Diesel 0.02% 0.02% 0.00 0.13 0.01 0.00 0.03 0.01 T6 Public Class 7 Electricity 0.01% 0.01% 0.00 0.00 0.00 0.00 0.01 0.00 T6 Public Class 7 Natural Gas 0.00% 0.00% 0.00 0.00 0.14 0.00 0.01 0.00 T6 Utility Class 5 Diesel 0.01% 0.01% 0.00 0.03 0.01 0.00 0.01 0.00 T6 Utility Class 5 Electricity 0.01% 0.01% 0.00 0.00 0.00 0.00 0.01 0.00 T6 Utility Class 5 Natural Gas 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Utility Class 6 Diesel 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Utility Class 6 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Utility Class 6 Natural Gas 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Utility Class 7 Diesel 0.00% 0.00% 0.00 0.01 0.00 0.00 0.00 0.00 T6 Utility Class 7 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Utility Class 7 Natural Gas 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6TS Gasoline 0.05% 0.05% 0.01 0.11 0.27 0.02 0.09 0.03 T6TS Electricity 0.06% 0.06% 0.00 0.00 0.00 0.00 0.06 0.02 T7 CAIRP Class 8 Diesel 1.02% 1.02% 0.35 36.42 1.13 0.39 4.79 2.13 T7 CAIRP Class 8 Electricity 0.30% 0.30% 0.00 0.00 0.00 0.00 0.73 0.22 T7 CAIRP Class 8 Natural Gas 0.00% 0.00% 0.00 0.02 0.32 0.00 0.01 0.00 T7 NNOOS Class 8 Diesel 1.57% 1.57% 0.53 61.70 1.68 0.58 7.32 3.25 T7 NOOS Class 8 Diesel 0.57% 0.57% 0.20 23.04 0.63 0.21 2.69 1.21 T7 POLA Class 8 Diesel 0.71% 0.71% 0.23 25.17 0.80 0.29 3.23 1.40 T7 POLA Class 8 Electricity 0.13% 0.13% 0.00 0.00 0.00 0.00 0.31 0.10 T7 POLA Class 8 Natural Gas 0.03% 0.03% 0.01 0.13 2.49 0.00 0.11 0.03 T7 Public Class 8 Diesel 0.02% 0.02% 0.01 1.44 0.05 0.01 0.09 0.04 T7 Public Class 8 Electricity 0.03% 0.03% 0.00 0.00 0.00 0.00 0.08 0.02 T7 Public Class 8 Natural Gas 0.03% 0.03% 0.01 0.15 2.74 0.00 0.10 0.03 T7 Single Concrete/Transit Mix Class 8 Diesel 0.08% 0.08% 0.02 1.76 0.07 0.03 0.35 0.14 T7 Single Concrete/Transit Mix Class 8 Electricity 0.11% 0.11% 0.00 0.00 0.00 0.00 0.28 0.09 T7 Single Concrete/Transit Mix Class 8 Natural Gas 0.01% 0.01% 0.00 0.03 0.58 0.00 0.02 0.01 T7 Single Dump Class 8 Diesel 0.08% 0.08% 0.02 2.39 0.09 0.03 0.34 0.14 T7 Single Dump Class 8 Electricity 0.07% 0.07% 0.00 0.00 0.00 0.00 0.18 0.05 T7 Single Dump Class 8 Natural Gas 0.01% 0.01% 0.00 0.04 0.66 0.00 0.02 0.01 T7 Single Other Class 8 Diesel 0.13% 0.13% 0.04 3.53 0.14 0.06 0.55 0.22 T7 Single Other Class 8 Electricity 0.13% 0.13% 0.00 0.00 0.00 0.00 0.32 0.10 T7 Single Other Class 8 Natural Gas 0.01% 0.01% 0.00 0.05 0.98 0.00 0.04 0.01 T7 SWCV Class 8 Diesel 0.00% 0.00% 0.00 0.13 0.00 0.00 0.00 0.00 T7 SWCV Class 8 Electricity 0.01% 0.01% 0.00 0.00 0.00 0.00 0.05 0.02 T7 SWCV Class 8 Natural Gas 0.02% 0.02% 0.00 0.11 2.51 0.00 0.12 0.04 1062
T7 Tractor Class 8 Diesel 0.89% 0.89% 0.29 30.73 0.93 0.34 4.04 1.74 T7 Tractor Class 8 Electricity 0.18% 0.18% 0.00 0.00 0.00 0.00 0.44 0.13 T7 Tractor Class 8 Natural Gas 0.02% 0.02% 0.01 0.12 2.23 0.00 0.09 0.03 T7 Utility Class 8 Diesel 0.01% 0.01% 0.00 0.17 0.01 0.00 0.03 0.01 T7 Utility Class 8 Electricity 0.01% 0.01% 0.00 0.00 0.00 0.00 0.01 0.00 T7IS Gasoline 0.00% 0.00% 0.00 0.01 0.15 0.00 0.00 0.00 T7IS Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 UBUS Gasoline 0.02% 0.02% 0.00 0.01 0.37 0.00 0.07 0.02 UBUS Electricity 0.12% 0.12% 0.00 0.00 0.00 0.00 0.30 0.10 100% 100% 18 268 1,493 9 82 29
1063
Year 2045 Existing: Criteria Air Pollutants
Source: EMFAC2021 (v1.0.2) Emission Rates, Riverside (SC) Sub-Area, Average Speed, Average Fleet Daily VMT 904,100
Vehicle Type Fuel Type Percent of
VMT
Adjusted Percent of
VMT ROG NOx CO SOx PM10 PM2.5
All Other Buses Diesel 0.02% 0.02% 0.01 0.27 0.04 0.00 0.03 0.01 All Other Buses Natural Gas 0.01% 0.01% 0.00 0.01 0.19 0.00 0.01 0.00 LDA Gasoline 41.11% 41.11% 2.35 15.64 402.41 1.84 12.69 4.02 LDA Diesel 0.03% 0.03% 0.00 0.01 0.07 0.00 0.01 0.00
LDA Electricity 5.15% 5.15% 0.00 0.00 0.00 0.00 1.27 0.36 LDA Plug-in Hybrid 1.93% 1.93% 0.04 0.10 7.03 0.04 0.47 0.14 LDT1 Gasoline 2.63% 2.63% 0.17 1.14 27.87 0.14 0.88 0.28 LDT1 Diesel 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00
LDT1 Electricity 0.07% 0.07% 0.00 0.00 0.00 0.00 0.02 0.01 LDT1 Plug-in Hybrid 0.06% 0.06% 0.00 0.00 0.22 0.00 0.01 0.00 LDT2 Gasoline 22.14% 22.14% 1.76 9.83 253.78 1.19 7.36 2.35 LDT2 Diesel 0.08% 0.08% 0.02 0.04 0.20 0.00 0.03 0.01
LDT2 Electricity 0.57% 0.57% 0.00 0.00 0.00 0.00 0.14 0.04 LDT2 Plug-in Hybrid 0.60% 0.60% 0.01 0.03 2.19 0.01 0.15 0.04 LHD1 Gasoline 0.79% 0.79% 0.03 0.33 9.20 0.08 1.37 0.48 LHD1 Diesel 0.55% 0.55% 0.46 2.87 0.94 0.05 1.11 0.46
LHD1 Electricity 1.05% 1.05% 0.00 0.00 0.00 0.00 0.98 0.33 LHD2 Gasoline 0.09% 0.09% 0.00 0.05 1.11 0.01 0.19 0.07 LHD2 Diesel 0.26% 0.26% 0.30 2.33 0.66 0.03 0.63 0.27
LHD2 Electricity 0.25% 0.25% 0.00 0.00 0.00 0.00 0.27 0.09 MCY Gasoline 0.25% 0.25% 3.87 2.28 47.82 0.01 0.09 0.04 MDV Gasoline 12.89% 12.89% 1.20 6.83 157.85 0.84 4.33 1.39 MDV Diesel 0.14% 0.14% 0.01 0.05 0.40 0.01 0.05 0.02
MDV Electricity 0.53% 0.53% 0.00 0.00 0.00 0.00 0.13 0.04 MDV Plug-in Hybrid 0.38% 0.38% 0.01 0.02 1.38 0.01 0.09 0.03 MH Gasoline 0.03% 0.03% 0.01 0.12 0.09 0.01 0.04 0.01
MH Diesel 0.02% 0.02% 0.01 0.78 0.05 0.00 0.04 0.02
Motor Coach Diesel 0.01% 0.01% 0.00 0.18 0.01 0.00 0.03 0.01 OBUS Gasoline 0.01% 0.01% 0.00 0.04 0.06 0.00 0.01 0.00 OBUS Electricity 0.01% 0.01% 0.00 0.00 0.00 0.00 0.01 0.00 PTO Diesel 0.06% 0.06% 0.02 2.97 0.22 0.02 0.00 0.00
PTO Electricity 0.06% 0.06% 0.00 0.00 0.00 0.00 0.00 0.00 SBUS Gasoline 0.01% 0.01% 0.00 0.05 0.06 0.00 0.02 0.01 SBUS Diesel 0.01% 0.01% 0.00 0.06 0.01 0.00 0.01 0.00
SBUS Electricity 0.02% 0.02% 0.00 0.00 0.00 0.00 0.02 0.01 SBUS Natural Gas 0.02% 0.02% 0.02 0.11 3.25 0.00 0.02 0.01 T6 CAIRP Class 4 Diesel 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 CAIRP Class 4 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 CAIRP Class 5 Diesel 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 CAIRP Class 5 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 CAIRP Class 6 Diesel 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 CAIRP Class 6 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 CAIRP Class 7 Diesel 0.02% 0.02% 0.00 0.06 0.01 0.00 0.02 0.01 T6 CAIRP Class 7 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 CAIRP Class 7 Natural Gas 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Instate Delivery Class 4 Diesel 0.02% 0.02% 0.00 0.09 0.01 0.00 0.03 0.01 T6 Instate Delivery Class 4 Electricity 0.02% 0.02% 0.00 0.00 0.00 0.00 0.02 0.01 T6 Instate Delivery Class 4 Natural Gas 0.00% 0.00% 0.00 0.00 0.01 0.00 0.00 0.00 T6 Instate Delivery Class 5 Diesel 0.02% 0.02% 0.00 0.08 0.01 0.00 0.03 0.01 T6 Instate Delivery Class 5 Electricity 0.02% 0.02% 0.00 0.00 0.00 0.00 0.02 0.00 T6 Instate Delivery Class 5 Natural Gas 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Instate Delivery Class 6 Diesel 0.06% 0.06% 0.01 0.24 0.04 0.01 0.07 0.03 T6 Instate Delivery Class 6 Electricity 0.07% 0.07% 0.00 0.00 0.00 0.00 0.05 0.01 T6 Instate Delivery Class 6 Natural Gas 0.00% 0.00% 0.00 0.00 0.01 0.00 0.00 0.00 T6 Instate Delivery Class 7 Diesel 0.02% 0.02% 0.00 0.15 0.01 0.00 0.02 0.01 T6 Instate Delivery Class 7 Electricity 0.01% 0.01% 0.00 0.00 0.00 0.00 0.01 0.00 T6 Instate Delivery Class 7 Natural Gas 0.00% 0.00% 0.00 0.00 0.02 0.00 0.00 0.00 T6 Instate Other Class 4 Diesel 0.09% 0.09% 0.01 0.34 0.06 0.02 0.11 0.04 T6 Instate Other Class 4 Electricity 0.11% 0.11% 0.00 0.00 0.00 0.00 0.07 0.02 lbs/day
1064
T6 Instate Other Class 4 Natural Gas 0.00% 0.00% 0.00 0.00 0.02 0.00 0.00 0.00 T6 Instate Other Class 5 Diesel 0.24% 0.24% 0.02 0.86 0.15 0.04 0.28 0.10 T6 Instate Other Class 5 Electricity 0.27% 0.27% 0.00 0.00 0.00 0.00 0.18 0.06 T6 Instate Other Class 5 Natural Gas 0.00% 0.00% 0.00 0.00 0.05 0.00 0.00 0.00 T6 Instate Other Class 6 Diesel 0.16% 0.16% 0.02 0.62 0.10 0.03 0.19 0.07 T6 Instate Other Class 6 Electricity 0.19% 0.19% 0.00 0.00 0.00 0.00 0.12 0.04 T6 Instate Other Class 6 Natural Gas 0.00% 0.00% 0.00 0.00 0.04 0.00 0.00 0.00 T6 Instate Other Class 7 Diesel 0.11% 0.11% 0.01 0.68 0.08 0.02 0.13 0.05 T6 Instate Other Class 7 Electricity 0.08% 0.08% 0.00 0.00 0.00 0.00 0.05 0.02 T6 Instate Other Class 7 Natural Gas 0.00% 0.00% 0.00 0.00 0.08 0.00 0.00 0.00 T6 Instate Tractor Class 6 Diesel 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Instate Tractor Class 6 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Instate Tractor Class 6 Natural Gas 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Instate Tractor Class 7 Diesel 0.07% 0.07% 0.01 0.41 0.05 0.01 0.08 0.03 T6 Instate Tractor Class 7 Electricity 0.02% 0.02% 0.00 0.00 0.00 0.00 0.01 0.00 T6 Instate Tractor Class 7 Natural Gas 0.00% 0.00% 0.00 0.00 0.05 0.00 0.00 0.00 T6 OOS Class 4 Diesel 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 OOS Class 5 Diesel 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 OOS Class 6 Diesel 0.00% 0.00% 0.00 0.01 0.00 0.00 0.00 0.00 T6 OOS Class 7 Diesel 0.01% 0.01% 0.00 0.06 0.01 0.00 0.02 0.01 T6 Public Class 4 Diesel 0.00% 0.00% 0.00 0.02 0.00 0.00 0.00 0.00 T6 Public Class 4 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Public Class 4 Natural Gas 0.00% 0.00% 0.00 0.00 0.01 0.00 0.00 0.00 T6 Public Class 5 Diesel 0.01% 0.01% 0.00 0.04 0.00 0.00 0.01 0.00 T6 Public Class 5 Electricity 0.01% 0.01% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Public Class 5 Natural Gas 0.00% 0.00% 0.00 0.00 0.03 0.00 0.00 0.00 T6 Public Class 6 Diesel 0.01% 0.01% 0.00 0.04 0.00 0.00 0.01 0.00 T6 Public Class 6 Electricity 0.01% 0.01% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Public Class 6 Natural Gas 0.00% 0.00% 0.00 0.00 0.04 0.00 0.00 0.00 T6 Public Class 7 Diesel 0.02% 0.02% 0.00 0.08 0.01 0.00 0.02 0.01 T6 Public Class 7 Electricity 0.01% 0.01% 0.00 0.00 0.00 0.00 0.01 0.00 T6 Public Class 7 Natural Gas 0.00% 0.00% 0.00 0.00 0.09 0.00 0.00 0.00 T6 Utility Class 5 Diesel 0.01% 0.01% 0.00 0.02 0.00 0.00 0.01 0.00 T6 Utility Class 5 Electricity 0.01% 0.01% 0.00 0.00 0.00 0.00 0.01 0.00 T6 Utility Class 5 Natural Gas 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Utility Class 6 Diesel 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Utility Class 6 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Utility Class 6 Natural Gas 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Utility Class 7 Diesel 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Utility Class 7 Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6 Utility Class 7 Natural Gas 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 T6TS Gasoline 0.05% 0.05% 0.01 0.07 0.17 0.01 0.06 0.02 T6TS Electricity 0.06% 0.06% 0.00 0.00 0.00 0.00 0.04 0.01 T7 CAIRP Class 8 Diesel 1.02% 1.02% 0.22 22.68 0.70 0.24 2.98 1.33 T7 CAIRP Class 8 Electricity 0.30% 0.30% 0.00 0.00 0.00 0.00 0.45 0.14 T7 CAIRP Class 8 Natural Gas 0.00% 0.00% 0.00 0.01 0.20 0.00 0.01 0.00 T7 NNOOS Class 8 Diesel 1.57% 1.57% 0.33 38.42 1.05 0.36 4.56 2.02 T7 NOOS Class 8 Diesel 0.57% 0.57% 0.12 14.35 0.39 0.13 1.68 0.75 T7 POLA Class 8 Diesel 0.71% 0.71% 0.14 15.67 0.50 0.18 2.01 0.87 T7 POLA Class 8 Electricity 0.13% 0.13% 0.00 0.00 0.00 0.00 0.20 0.06 T7 POLA Class 8 Natural Gas 0.03% 0.03% 0.01 0.08 1.55 0.00 0.07 0.02 T7 Public Class 8 Diesel 0.02% 0.02% 0.01 0.89 0.03 0.01 0.06 0.02 T7 Public Class 8 Electricity 0.03% 0.03% 0.00 0.00 0.00 0.00 0.05 0.01 T7 Public Class 8 Natural Gas 0.03% 0.03% 0.01 0.09 1.71 0.00 0.06 0.02 T7 Single Concrete/Transit Mix Class 8 Diesel 0.08% 0.08% 0.01 1.10 0.05 0.02 0.22 0.08 T7 Single Concrete/Transit Mix Class 8 Electricity 0.11% 0.11% 0.00 0.00 0.00 0.00 0.17 0.05 T7 Single Concrete/Transit Mix Class 8 Natural Gas 0.01% 0.01% 0.00 0.02 0.36 0.00 0.02 0.00 T7 Single Dump Class 8 Diesel 0.08% 0.08% 0.02 1.49 0.06 0.02 0.21 0.09 T7 Single Dump Class 8 Electricity 0.07% 0.07% 0.00 0.00 0.00 0.00 0.11 0.03 T7 Single Dump Class 8 Natural Gas 0.01% 0.01% 0.00 0.02 0.41 0.00 0.01 0.00 T7 Single Other Class 8 Diesel 0.13% 0.13% 0.02 2.20 0.09 0.03 0.34 0.14 T7 Single Other Class 8 Electricity 0.13% 0.13% 0.00 0.00 0.00 0.00 0.20 0.06 T7 Single Other Class 8 Natural Gas 0.01% 0.01% 0.00 0.03 0.61 0.00 0.02 0.01 T7 SWCV Class 8 Diesel 0.00% 0.00% 0.00 0.08 0.00 0.00 0.00 0.00 T7 SWCV Class 8 Electricity 0.01% 0.01% 0.00 0.00 0.00 0.00 0.03 0.01 T7 SWCV Class 8 Natural Gas 0.02% 0.02% 0.00 0.07 1.56 0.00 0.07 0.03 1065
T7 Tractor Class 8 Diesel 0.89% 0.89% 0.18 19.14 0.58 0.21 2.51 1.09 T7 Tractor Class 8 Electricity 0.18% 0.18% 0.00 0.00 0.00 0.00 0.28 0.08 T7 Tractor Class 8 Natural Gas 0.02% 0.02% 0.01 0.08 1.39 0.00 0.06 0.02 T7 Utility Class 8 Diesel 0.01% 0.01% 0.00 0.11 0.01 0.00 0.02 0.01 T7 Utility Class 8 Electricity 0.01% 0.01% 0.00 0.00 0.00 0.00 0.01 0.00 T7IS Gasoline 0.00% 0.00% 0.00 0.01 0.09 0.00 0.00 0.00 T7IS Electricity 0.00% 0.00% 0.00 0.00 0.00 0.00 0.00 0.00 UBUS Gasoline 0.02% 0.02% 0.00 0.01 0.23 0.00 0.04 0.01 UBUS Electricity 0.12% 0.12% 0.00 0.00 0.00 0.00 0.19 0.06 100% 100% 11 167 930 6 51 18
1066
Year 2045 Current General Plan: Greenhouse Gas Emissions Source: EMFAC2021 (v1.0.2) Emission Rates, Riverside (SC) Sub-area, Average Speed, Average Fleet CO2 (Pavley) CH4 N2O
Daily VMT AR5 GWP AR5 GWP AR5 GWP
Annual VMT 1 28 265
Vehicle Type Fuel Type Percent of
VMT
Adjusted
Percent of
VMT
CO2 CH4 N2O CO2e
All Other Buses Diesel 0.02% 0.02% 89 0.00 0.01 93
All Other Buses Natural Gas 0.01% 0.01% 19 0.01 0.00 20 LDA Gasoline 41.11% 41.11% 42,917 0.19 0.60 43,081
LDA Diesel 0.03% 0.03% 21 0.00 0.00 22
LDA Electricity 5.15% 5.15% 0 0.00 0.00 0
LDA Plug-in Hybrid 1.93% 1.93% 994 0.00 0.00 995
LDT1 Gasoline 2.63% 2.63% 3,184 0.01 0.04 3,196
LDT1 Diesel 0.00% 0.00% 0 0.00 0.00 0
LDT1 Electricity 0.07% 0.07% 0 0.00 0.00 0
LDT1 Plug-in Hybrid 0.06% 0.06% 31 0.00 0.00 32
LDT2 Gasoline 22.14% 22.14% 27,693 0.14 0.35 27,789
LDT2 Diesel 0.08% 0.08% 97 0.00 0.02 101
LDT2 Electricity 0.57% 0.57% 0 0.00 0.00 0
LDT2 Plug-in Hybrid 0.60% 0.60% 310 0.00 0.00 310
LHD1 Gasoline 0.79% 0.79% 1,765 0.00 0.01 1,767
LHD1 Diesel 0.55% 0.55% 1,152 0.00 0.18 1,200
LHD1 Electricity 1.05% 1.05% 0 0.00 0.00 0
LHD2 Gasoline 0.09% 0.09% 235 0.00 0.00 235
LHD2 Diesel 0.26% 0.26% 656 0.00 0.10 684
LHD2 Electricity 0.25% 0.25% 0 0.00 0.00 0
MCY Gasoline 0.25% 0.25% 213 0.15 0.04 228
MDV Gasoline 12.89% 12.89% 19,599 0.09 0.22 19,659
MDV Diesel 0.14% 0.14% 216 0.00 0.03 225
MDV Electricity 0.53% 0.53% 0 0.00 0.00 0
MDV Plug-in Hybrid 0.38% 0.38% 195 0.00 0.00 196
MH Gasoline 0.03% 0.03% 274 0.00 0.00 275
MH Diesel 0.02% 0.02% 91 0.00 0.01 95
Motor Coach Diesel 0.01% 0.01% 76 0.00 0.01 79
OBUS Gasoline 0.01% 0.01% 59 0.00 0.00 60
OBUS Electricity 0.01% 0.01% 0 0.00 0.00 0
PTO Diesel 0.06% 0.06% 489 0.00 0.08 509
PTO Electricity 0.06% 0.06% 0 0.00 0.00 0
SBUS Gasoline 0.01% 0.01% 56 0.00 0.00 56
SBUS Diesel 0.01% 0.01% 31 0.00 0.00 32
SBUS Electricity 0.02% 0.02% 0 0.00 0.00 0
SBUS Natural Gas 0.02% 0.02% 109 0.25 0.02 122
T6 CAIRP Class 4 Diesel 0.00% 0.00% 2 0.00 0.00 2
T6 CAIRP Class 4 Electricity 0.00% 0.00% 0 0.00 0.00 0
T6 CAIRP Class 5 Diesel 0.00% 0.00% 2 0.00 0.00 2
T6 CAIRP Class 5 Electricity 0.00% 0.00% 0 0.00 0.00 0
T6 CAIRP Class 6 Diesel 0.00% 0.00% 6 0.00 0.00 6
T6 CAIRP Class 6 Electricity 0.00% 0.00% 0 0.00 0.00 0
T6 CAIRP Class 7 Diesel 0.02% 0.02% 63 0.00 0.01 66
T6 CAIRP Class 7 Electricity 0.00% 0.00% 0 0.00 0.00 0
T6 CAIRP Class 7 Natural Gas 0.00% 0.00% 0 0.00 0.00 0
T6 Instate Delivery Class 4 Diesel 0.02% 0.02% 103 0.00 0.02 107 T6 Instate Delivery Class 4 Electricity 0.02% 0.02% 0 0.00 0.00 0 T6 Instate Delivery Class 4 Natural Gas 0.00% 0.00% 1 0.00 0.00 1 T6 Instate Delivery Class 5 Diesel 0.02% 0.02% 98 0.00 0.02 102 T6 Instate Delivery Class 5 Electricity 0.02% 0.02% 0 0.00 0.00 0 T6 Instate Delivery Class 5 Natural Gas 0.00% 0.00% 1 0.00 0.00 1 T6 Instate Delivery Class 6 Diesel 0.06% 0.06% 284 0.00 0.04 296 T6 Instate Delivery Class 6 Electricity 0.07% 0.07% 0 0.00 0.00 0 T6 Instate Delivery Class 6 Natural Gas 0.00% 0.00% 2 0.00 0.00 2 T6 Instate Delivery Class 7 Diesel 0.02% 0.02% 85 0.00 0.01 88 T6 Instate Delivery Class 7 Electricity 0.01% 0.01% 0 0.00 0.00 0 T6 Instate Delivery Class 7 Natural Gas 0.00% 0.00% 2 0.00 0.00 2 Daily vehicles miles traveled (VMT) multiplied by 347 days/year to account for reduced traffic on weekends and holidays. This assumption is consistent with the California Air Resources Board's (CARB) methodology within the 2008 Climate Change Scoping Plan Measure Documentation Supplement. 1,321,564
458,582,708
1067
T6 Instate Other Class 4 Diesel 0.09% 0.09% 420 0.00 0.07 438 T6 Instate Other Class 4 Electricity 0.11% 0.11%0 0.00 0.000 T6 Instate Other Class 4 Natural Gas 0.00% 0.00%2 0.00 0.003 T6 Instate Other Class 5 Diesel 0.24% 0.24% 1,063 0.00 0.17 1,108 T6 Instate Other Class 5 Electricity 0.27% 0.27%0 0.00 0.000 T6 Instate Other Class 5 Natural Gas 0.00% 0.00%6 0.00 0.006 T6 Instate Other Class 6 Diesel 0.16% 0.16% 743 0.00 0.12 775 T6 Instate Other Class 6 Electricity 0.19% 0.19%0 0.00 0.000 T6 Instate Other Class 6 Natural Gas 0.00% 0.00%4 0.00 0.005 T6 Instate Other Class 7 Diesel 0.11% 0.11% 486 0.00 0.08 506 T6 Instate Other Class 7 Electricity 0.08% 0.08%0 0.00 0.000 T6 Instate Other Class 7 Natural Gas 0.00% 0.00%9 0.01 0.00 10 T6 Instate Tractor Class 6 Diesel 0.00% 0.00%5 0.00 0.006 T6 Instate Tractor Class 6 Electricity 0.00% 0.00%0 0.00 0.000 T6 Instate Tractor Class 6 Natural Gas 0.00% 0.00%0 0.00 0.000 T6 Instate Tractor Class 7 Diesel 0.07% 0.07% 269 0.00 0.04 280 T6 Instate Tractor Class 7 Electricity 0.02% 0.02%0 0.00 0.00 0 T6 Instate Tractor Class 7 Natural Gas 0.00% 0.00%5 0.00 0.006 T6 OOS Class 4 Diesel 0.00% 0.00%2 0.00 0.002
T6 OOS Class 5 Diesel 0.00% 0.00%3 0.00 0.003
T6 OOS Class 6 Diesel 0.00% 0.00%8 0.00 0.008
T6 OOS Class 7 Diesel 0.01% 0.01% 53 0.00 0.01 55
T6 Public Class 4 Diesel 0.00% 0.00% 13 0.00 0.00 14
T6 Public Class 4 Electricity 0.00% 0.00%0 0.00 0.000
T6 Public Class 4 Natural Gas 0.00% 0.00%2 0.00 0.002
T6 Public Class 5 Diesel 0.01% 0.01% 24 0.00 0.00 25
T6 Public Class 5 Electricity 0.01% 0.01%0 0.00 0.000
T6 Public Class 5 Natural Gas 0.00% 0.00%4 0.00 0.004
T6 Public Class 6 Diesel 0.01% 0.01% 32 0.00 0.00 33
T6 Public Class 6 Electricity 0.01% 0.01%0 0.00 0.000
T6 Public Class 6 Natural Gas 0.00% 0.00%5 0.00 0.005
T6 Public Class 7 Diesel 0.02% 0.02% 72 0.00 0.01 75
T6 Public Class 7 Electricity 0.01% 0.01%0 0.00 0.000
T6 Public Class 7 Natural Gas 0.00% 0.00% 10 0.01 0.00 11 T6 Utility Class 5 Diesel 0.01% 0.01% 31 0.00 0.00 32
T6 Utility Class 5 Electricity 0.01% 0.01%0 0.00 0.000
T6 Utility Class 5 Natural Gas 0.00% 0.00%0 0.00 0.000
T6 Utility Class 6 Diesel 0.00% 0.00%6 0.00 0.006
T6 Utility Class 6 Electricity 0.00% 0.00%0 0.00 0.000
T6 Utility Class 6 Natural Gas 0.00% 0.00%0 0.00 0.000
T6 Utility Class 7 Diesel 0.00% 0.00%8 0.00 0.008
T6 Utility Class 7 Electricity 0.00% 0.00%0 0.00 0.000
T6 Utility Class 7 Natural Gas 0.00% 0.00%0 0.00 0.000
T6TS Gasoline 0.05% 0.05% 341 0.00 0.00 341
T6TS Electricity 0.06% 0.06%0 0.00 0.000
T7 CAIRP Class 8 Diesel 1.02% 1.02% 5,938 0.00 0.94 6,186 T7 CAIRP Class 8 Electricity 0.30% 0.30%0 0.00 0.000
T7 CAIRP Class 8 Natural Gas 0.00% 0.00% 17 0.02 0.00 19 T7 NNOOS Class 8 Diesel 1.57% 1.57% 8,710 0.00 1.37 9,073 T7 NOOS Class 8 Diesel 0.57% 0.57% 3,161 0.00 0.50 3,293 T7 POLA Class 8 Diesel 0.71% 0.71% 4,416 0.00 0.70 4,601 T7 POLA Class 8 Electricity 0.13% 0.13%0 0.00 0.000
T7 POLA Class 8 Natural Gas 0.03% 0.03% 128 0.11 0.03 138 T7 Public Class 8 Diesel 0.02% 0.02% 139 0.00 0.02 145
T7 Public Class 8 Electricity 0.03% 0.03%0 0.00 0.000
T7 Public Class 8 Natural Gas 0.03% 0.03% 133 0.11 0.03 144 T7 Single Concrete/Transit Mix Diesel 0.08% 0.08% 528 0.00 0.08 550 T7 Single Concrete/Transit Mix Electricity 0.11% 0.11%0 0.00 0.000 T7 Single Concrete/Transit Mix Natural Gas 0.01% 0.01% 30 0.03 0.01 33 T7 Single Dump Class 8 Diesel 0.08% 0.08% 529 0.00 0.08 551 T7 Single Dump Class 8 Electricity 0.07% 0.07%0 0.00 0.000 T7 Single Dump Class 8 Natural Gas 0.01% 0.01% 31 0.03 0.01 33 T7 Single Other Class 8 Diesel 0.13% 0.13% 842 0.00 0.13 877 T7 Single Other Class 8 Electricity 0.13% 0.13%0 0.00 0.000 T7 Single Other Class 8 Natural Gas 0.01% 0.01% 48 0.04 0.01 52 T7 SWCV Class 8 Diesel 0.00% 0.00%7 0.00 0.007
T7 SWCV Class 8 Electricity 0.01% 0.01%0 0.00 0.000
T7 SWCV Class 8 Natural Gas 0.02% 0.02% 63 0.01 0.01 66 1068
T7 Tractor Class 8 Diesel 0.89% 0.89% 5,185 0.00 0.82 5,402 T7 Tractor Class 8 Electricity 0.18% 0.18% 0 0.00 0.00 0 T7 Tractor Class 8 Natural Gas 0.02% 0.02% 115 0.10 0.02 125 T7 Utility Class 8 Diesel 0.01% 0.01% 50 0.00 0.01 52
T7 Utility Class 8 Electricity 0.01% 0.01% 0 0.00 0.00 0 T7IS Gasoline 0.00% 0.00% 1 0.00 0.00 1
T7IS Electricity 0.00% 0.00% 0 0.00 0.00 0
UBUS Gasoline 0.02% 0.02% 51 0.00 0.00 52
UBUS Electricity 0.12% 0.12% 0 0.00 0.00 0
100% 100% 134,971 1 7 136,901
1069
Year 2045 General Plan Update: Greenhouse Gas Emissions Source: EMFAC2021 (v1.0.2) Emission Rates, Riverside (SC) Subarea, Average Speed, Average Fleet CO2 (Pavley) CH4 N2O
Daily VMT 1,451,849 AR5 GWP AR5 GWP AR5 GWP
Annual VMT 503,791,659 1 28 265
Vehicle Type Fuel Type Percent of
VMT
Adjusted
Percent of
VMT
CO2 CH4 N2O CO2e
All Other Buses Diesel 0.02% 0.02% 98 0.00 0.02 102
All Other Buses Natural Gas 0.01% 0.01% 21 0.01 0.00 22 LDA Gasoline 41.11% 41.11% 47,148 0.21 0.66 47,328
LDA Diesel 0.03% 0.03% 23 0.00 0.00 24
LDA Electricity 5.15% 5.15% 0 0.00 0.00 0
LDA Plug-in Hybrid 1.93% 1.93% 1,092 0.00 0.00 1,094
LDT1 Gasoline 2.63% 2.63% 3,498 0.01 0.04 3,511
LDT1 Diesel 0.00% 0.00% 0 0.00 0.00 0
LDT1 Electricity 0.07% 0.07% 0 0.00 0.00 0
LDT1 Plug-in Hybrid 0.06% 0.06% 35 0.00 0.00 35
LDT2 Gasoline 22.14% 22.14% 30,423 0.15 0.38 30,528
LDT2 Diesel 0.08% 0.08% 107 0.00 0.02 111
LDT2 Electricity 0.57% 0.57% 0 0.00 0.00 0
LDT2 Plug-in Hybrid 0.60% 0.60% 341 0.00 0.00 341
LHD1 Gasoline 0.79% 0.79% 1,939 0.00 0.01 1,942
LHD1 Diesel 0.55% 0.55% 1,265 0.01 0.20 1,318
LHD1 Electricity 1.05% 1.05% 0 0.00 0.00 0
LHD2 Gasoline 0.09% 0.09% 258 0.00 0.00 259
LHD2 Diesel 0.26% 0.26% 721 0.00 0.11 751
LHD2 Electricity 0.25% 0.25% 0 0.00 0.00 0
MCY Gasoline 0.25% 0.25% 234 0.16 0.04 250
MDV Gasoline 12.89% 12.89% 21,531 0.10 0.24 21,597
MDV Diesel 0.14% 0.14% 237 0.00 0.04 247
MDV Electricity 0.53% 0.53% 0 0.00 0.00 0
MDV Plug-in Hybrid 0.38% 0.38% 215 0.00 0.00 215
MH Gasoline 0.03% 0.03% 301 0.00 0.00 302
MH Diesel 0.02% 0.02% 100 0.00 0.02 104
Motor Coach Diesel 0.01% 0.01% 83 0.00 0.01 87
OBUS Gasoline 0.01% 0.01% 65 0.00 0.00 65
OBUS Electricity 0.01% 0.01% 0 0.00 0.00 0
PTO Diesel 0.06% 0.06% 537 0.00 0.08 559
PTO Electricity 0.06% 0.06% 0 0.00 0.00 0
SBUS Gasoline 0.01% 0.01% 61 0.00 0.00 61
SBUS Diesel 0.01% 0.01% 34 0.00 0.01 35
SBUS Electricity 0.02% 0.02% 0 0.00 0.00 0
SBUS Natural Gas 0.02% 0.02% 120 0.28 0.02 134
T6 CAIRP Class 4 Diesel 0.00% 0.00% 2 0.00 0.00 2
T6 CAIRP Class 4 Electricity 0.00% 0.00% 0 0.00 0.00 0
T6 CAIRP Class 5 Diesel 0.00% 0.00% 3 0.00 0.00 3
T6 CAIRP Class 5 Electricity 0.00% 0.00% 0 0.00 0.00 0
T6 CAIRP Class 6 Diesel 0.00% 0.00% 7 0.00 0.00 7
T6 CAIRP Class 6 Electricity 0.00% 0.00% 0 0.00 0.00 0
T6 CAIRP Class 7 Diesel 0.02% 0.02% 69 0.00 0.01 72
T6 CAIRP Class 7 Electricity 0.00% 0.00% 0 0.00 0.00 0
T6 CAIRP Class 7 Natural Gas 0.00% 0.00% 0 0.00 0.00 0
T6 Instate Delivery Class 4 Diesel 0.02% 0.02% 113 0.00 0.02 117 T6 Instate Delivery Class 4 Electricity 0.02% 0.02% 0 0.00 0.00 0 T6 Instate Delivery Class 4 Natural Gas 0.00% 0.00% 1 0.00 0.00 1 T6 Instate Delivery Class 5 Diesel 0.02% 0.02% 108 0.00 0.02 112 T6 Instate Delivery Class 5 Electricity 0.02% 0.02% 0 0.00 0.00 0 T6 Instate Delivery Class 5 Natural Gas 0.00% 0.00% 1 0.00 0.00 1 T6 Instate Delivery Class 6 Diesel 0.06% 0.06% 312 0.00 0.05 325 T6 Instate Delivery Class 6 Electricity 0.07% 0.07% 0 0.00 0.00 0 T6 Instate Delivery Class 6 Natural Gas 0.00% 0.00% 2 0.00 0.00 2 T6 Instate Delivery Class 7 Diesel 0.02% 0.02% 93 0.00 0.01 97 T6 Instate Delivery Class 7 Electricity 0.01% 0.01% 0 0.00 0.00 0 T6 Instate Delivery Class 7 Natural Gas 0.00% 0.00% 2 0.00 0.00 2 Daily vehicles miles traveled (VMT) multiplied by 347 days/year to account for reduced traffic on weekends and holidays. This assumption is consistent with the California Air Resources Board's (CARB) methodology within the 2008 Climate Change Scoping Plan Measure Documentation Supplement. 1070
T6 Instate Other Class 4 Diesel 0.09% 0.09% 462 0.00 0.07 481 T6 Instate Other Class 4 Electricity 0.11% 0.11%0 0.00 0.000 T6 Instate Other Class 4 Natural Gas 0.00% 0.00%3 0.00 0.003 T6 Instate Other Class 5 Diesel 0.24% 0.24% 1,168 0.00 0.18 1,217 T6 Instate Other Class 5 Electricity 0.27% 0.27%0 0.00 0.000 T6 Instate Other Class 5 Natural Gas 0.00% 0.00%7 0.00 0.007 T6 Instate Other Class 6 Diesel 0.16% 0.16% 817 0.00 0.13 851 T6 Instate Other Class 6 Electricity 0.19% 0.19%0 0.00 0.000 T6 Instate Other Class 6 Natural Gas 0.00% 0.00%5 0.00 0.005 T6 Instate Other Class 7 Diesel 0.11% 0.11% 533 0.00 0.08 556 T6 Instate Other Class 7 Electricity 0.08% 0.08%0 0.00 0.000 T6 Instate Other Class 7 Natural Gas 0.00% 0.00% 10 0.01 0.00 11 T6 Instate Tractor Class 6 Diesel 0.00% 0.00%6 0.00 0.006 T6 Instate Tractor Class 6 Electricity 0.00% 0.00%0 0.00 0.000 T6 Instate Tractor Class 6 Natural Gas 0.00% 0.00%0 0.00 0.000 T6 Instate Tractor Class 7 Diesel 0.07% 0.07% 295 0.00 0.05 308 T6 Instate Tractor Class 7 Electricity 0.02% 0.02%0 0.00 0.00 0 T6 Instate Tractor Class 7 Natural Gas 0.00% 0.00%6 0.00 0.006 T6 OOS Class 4 Diesel 0.00% 0.00%2 0.00 0.003
T6 OOS Class 5 Diesel 0.00% 0.00%3 0.00 0.004
T6 OOS Class 6 Diesel 0.00% 0.00%9 0.00 0.009
T6 OOS Class 7 Diesel 0.01% 0.01% 58 0.00 0.01 61
T6 Public Class 4 Diesel 0.00% 0.00% 15 0.00 0.00 15
T6 Public Class 4 Electricity 0.00% 0.00%0 0.00 0.000
T6 Public Class 4 Natural Gas 0.00% 0.00%2 0.00 0.002
T6 Public Class 5 Diesel 0.01% 0.01% 27 0.00 0.00 28
T6 Public Class 5 Electricity 0.01% 0.01%0 0.00 0.000
T6 Public Class 5 Natural Gas 0.00% 0.00%4 0.00 0.004
T6 Public Class 6 Diesel 0.01% 0.01% 35 0.00 0.01 36
T6 Public Class 6 Electricity 0.01% 0.01%0 0.00 0.000
T6 Public Class 6 Natural Gas 0.00% 0.00%5 0.00 0.005
T6 Public Class 7 Diesel 0.02% 0.02% 80 0.00 0.01 83
T6 Public Class 7 Electricity 0.01% 0.01%0 0.00 0.000
T6 Public Class 7 Natural Gas 0.00% 0.00% 12 0.01 0.00 12 T6 Utility Class 5 Diesel 0.01% 0.01% 34 0.00 0.01 35
T6 Utility Class 5 Electricity 0.01% 0.01%0 0.00 0.000
T6 Utility Class 5 Natural Gas 0.00% 0.00%0 0.00 0.000
T6 Utility Class 6 Diesel 0.00% 0.00%6 0.00 0.007
T6 Utility Class 6 Electricity 0.00% 0.00%0 0.00 0.000
T6 Utility Class 6 Natural Gas 0.00% 0.00%0 0.00 0.000
T6 Utility Class 7 Diesel 0.00% 0.00%9 0.00 0.009
T6 Utility Class 7 Electricity 0.00% 0.00%0 0.00 0.000
T6 Utility Class 7 Natural Gas 0.00% 0.00%0 0.00 0.000
T6TS Gasoline 0.05% 0.05% 374 0.00 0.00 375
T6TS Electricity 0.06% 0.06%0 0.00 0.000
T7 CAIRP Class 8 Diesel 1.02% 1.02% 6,524 0.00 1.03 6,796 T7 CAIRP Class 8 Electricity 0.30% 0.30%0 0.00 0.000
T7 CAIRP Class 8 Natural Gas 0.00% 0.00% 19 0.02 0.00 20 T7 NNOOS Class 8 Diesel 1.57% 1.57% 9,568 0.00 1.51 9,968 T7 NOOS Class 8 Diesel 0.57% 0.57% 3,472 0.00 0.55 3,617 T7 POLA Class 8 Diesel 0.71% 0.71% 4,851 0.00 0.76 5,054 T7 POLA Class 8 Electricity 0.13% 0.13%0 0.00 0.000
T7 POLA Class 8 Natural Gas 0.03% 0.03% 141 0.13 0.03 152 T7 Public Class 8 Diesel 0.02% 0.02% 153 0.00 0.02 159
T7 Public Class 8 Electricity 0.03% 0.03%0 0.00 0.000
T7 Public Class 8 Natural Gas 0.03% 0.03% 146 0.13 0.03 158 T7 Single Concrete/Transit Mix Diesel 0.08% 0.08% 580 0.00 0.09 604 T7 Single Concrete/Transit Mix Electricity 0.11% 0.11%0 0.00 0.000 T7 Single Concrete/Transit Mix Natural Gas 0.01% 0.01% 33 0.03 0.01 36 T7 Single Dump Class 8 Diesel 0.08% 0.08% 581 0.00 0.09 606 T7 Single Dump Class 8 Electricity 0.07% 0.07%0 0.00 0.000 T7 Single Dump Class 8 Natural Gas 0.01% 0.01% 34 0.03 0.01 36 T7 Single Other Class 8 Diesel 0.13% 0.13% 925 0.00 0.15 963 T7 Single Other Class 8 Electricity 0.13% 0.13%0 0.00 0.000 T7 Single Other Class 8 Natural Gas 0.01% 0.01% 53 0.05 0.01 57 T7 SWCV Class 8 Diesel 0.00% 0.00%8 0.00 0.008
T7 SWCV Class 8 Electricity 0.01% 0.01%0 0.00 0.000
T7 SWCV Class 8 Natural Gas 0.02% 0.02% 69 0.02 0.01 73 1071
T7 Tractor Class 8 Diesel 0.89% 0.89% 5,696 0.00 0.90 5,934 T7 Tractor Class 8 Electricity 0.18% 0.18% 0 0.00 0.00 0 T7 Tractor Class 8 Natural Gas 0.02% 0.02% 127 0.11 0.03 137 T7 Utility Class 8 Diesel 0.01% 0.01% 55 0.00 0.01 58
T7 Utility Class 8 Electricity 0.01% 0.01% 0 0.00 0.00 0 T7IS Gasoline 0.00% 0.00% 2 0.00 0.00 2
T7IS Electricity 0.00% 0.00% 0 0.00 0.00 0
UBUS Gasoline 0.02% 0.02% 57 0.00 0.00 57
UBUS Electricity 0.12% 0.12% 0 0.00 0.00 0
100% 100% 148,277 1 8 150,397
1072
Source: EMFAC2021 (v1.0.2) Emission Rates
Region Type: Sub-Area
Region: Riverside (SC)
Calendar Year: 2045
Season: Annual
Vehicle Classification: EMFAC202x Categories
Units: miles/day for CVMT and EVMT, trips/day for Trips, g/mile for RUNEX, PMBW and PMTW, g/trip for STREX, HOTSOAK and RUNLOSS, g/vehicle/day for IDLEX and DIURN. PHEV calculated based on total VMT.

2.20E-03
Vehicle Category Fuel ROG_RUNEX NOx_RUNEX CO_RUNEX SOx_RUNEX PM10_RUNEX PM10_PMT
W PM10_PMBW PM10_TOTAL PM2.5_RUNEX PM2.5_PMTW PM2.5_PMBW PM 2.5 Total CO2_RUNEX CH4_RUNEX N2O_RUNEX VMT Total % of VMT All Other Buses Diesel 0.0197389 0.6449012 0.0867279 0.0088474 0.0141245 0.012 0.0421264 0.068251 0.0135135 0.003 0.0147443 0.0312578 934.3154 0.0009168 0.1472018 10928.51423 0.021% All Other Buses Natural Gas 0.0069364 0.0601799 1.5629951 0 0.0009506 0.012 0.0421264 0.0550771 0.0008741 0.003 0.0147443 0.0186183 685.32966 0.4854728 0.1397089 3180.5808 0.006% LDA Gasoline 0.0028696 0.0190894 0.4910659 0.0022504 0.0004974 0.008 0.0069833 0.0154807 0.0004573 0.002 0.0024441 0.0049015 227.63041 0.0010011 0.0031727 21566774.17 41.114% LDA Diesel 0.0047092 0.0209061 0.13394 0.0017484 0.001386 0.008 0.0070143 0.0164004 0.0013261 0.002 0.002455 0.0057811 184.52305 0.0002187 0.0290717 13126.41234 0.025% LDA Electricity 0 0 0 0 0 0.008 0.0043924 0.0123924 0 0.002 0.0015373 0.0035373 0 0 0 2701747.214 5.150% LDA Plug-in Hybrid 0.0010957 0.0024733 0.1829489 0.0011123 0.0002038 0.008 0.0039295 0.0121333 0.0001873 0.002 0.0013753 0.0035627 112.51496 0.0003392 0.0004297 1010915.897 1.927% LDT1 Gasoline 0.003311 0.021681 0.5321731 0.0026128 0.0005578 0.008 0.0082707 0.0168284 0.0005128 0.002 0.0028947 0.0054076 264.29179 0.0011182 0.0033869 1378229.577 2.627% LDT1 Diesel 0.0115227 0.0261387 0.1214718 0.0032157 0.0040133 0.008 0.0081824 0.0201957 0.0038397 0.002 0.0028638 0.0087035 339.37169 0.0005352 0.0534681 15.92326898 0.000% LDT1 Electricity 0 0 0 0 0 0.008 0.0043941 0.0123941 0 0.002 0.0015379 0.0035379 0 0 0 38453.86724 0.073% LDT1 Plug-in Hybrid 0.0010916 0.0024639 0.1822696 0.0011081 0.0001952 0.008 0.0039328 0.012128 0.0001795 0.002 0.0013765 0.003556 112.09147 0.0003381 0.0004286 32129.72615 0.061% LDT2 Gasoline 0.0039916 0.0222795 0.5749694 0.0026959 0.0005125 0.008 0.0081609 0.0166734 0.0004712 0.002 0.0028563 0.0053275 272.69829 0.0013321 0.0034217 11616195.53 22.144% LDT2 Diesel 0.0115098 0.0267494 0.120341 0.0023844 0.0039934 0.008 0.0081495 0.020143 0.0038207 0.002 0.0028523 0.008673 251.63736 0.0005346 0.0396456 44272.77467 0.084% LDT2 Electricity 0 0 0 0 0 0.008 0.0043937 0.0123937 0 0.002 0.0015378 0.0035378 0 0 0 296847.493 0.566% LDT2 Plug-in Hybrid 0.0010936 0.0024685 0.1826058 0.0011102 0.0001989 0.008 0.003932 0.0121309 0.0001829 0.002 0.0013762 0.0035591 112.29916 0.0003382 0.0004281 315773.4215 0.602% LHD1 Gasoline 0.001631 0.0209036 0.5843447 0.0048203 0.0011074 0.008 0.078 0.0871074 0.0010182 0.002 0.0273 0.0303182 487.58784 0.0004862 0.0019009 414168.6108 0.790% LHD1 Diesel 0.042028 0.2638494 0.0863504 0.0043651 0.0121592 0.012 0.078 0.1021592 0.0116332 0.003 0.0273 0.0419332 460.67196 0.0019521 0.0725791 286030.1577 0.545% LHD1 Electricity 0 0 0 0 0 0.008 0.039 0.047 0 0.002 0.01365 0.01565 0 0 0 549811.5698 1.048% LHD2 Gasoline 0.0014322 0.025123 0.594744 0.0054173 0.0010966 0.008 0.091 0.1000967 0.0010083 0.002 0.03185 0.0348583 547.97476 0.0004377 0.002514 49092.2567 0.094% LHD2 Diesel 0.0563673 0.4407566 0.1242177 0.005119 0.0163541 0.012 0.091 0.1193542 0.0156467 0.003 0.03185 0.0504967 540.23138 0.0026182 0.0851137 138966.902 0.265% LHD2 Electricity 0 0 0 0 0 0.008 0.0455 0.0535 0 0.002 0.015925 0.017925 0 0 0 133580.3338 0.255% MCY Gasoline 0.7699928 0.4538947 9.5055241 0.0018182 0.0021071 0.004 0.012 0.0181071 0.0019645 0.001 0.0042 0.0071645 183.9208 0.1296997 0.0345368 132399.5029 0.252% MDV Gasoline 0.0046556 0.0265865 0.6141515 0.0032765 0.0005334 0.008 0.0083312 0.0168646 0.0004905 0.002 0.0029159 0.0054064 331.42788 0.0014818 0.0036848 6764250.161 12.895% MDV Diesel 0.0047495 0.0192151 0.1404067 0.0031457 0.0013023 0.008 0.0083648 0.0176671 0.0012459 0.002 0.0029277 0.0061736 331.98666 0.0002206 0.0523046 74322.17767 0.142% MDV Electricity 0 0 0 0 0 0.008 0.0043993 0.0123993 0 0.002 0.0015398 0.0035398 0 0 0 276786.2049 0.528% MDV Plug-in Hybrid 0.0010949 0.0024713 0.1827738 0.0011114 0.0002036 0.008 0.0039367 0.0121403 0.0001872 0.002 0.0013778 0.0035651 112.41931 0.000337 0.0004246 198877.5537 0.379% MH Gasoline 0.0080376 0.1761346 0.1400881 0.0174048 0.0010016 0.012 0.042213 0.0552145 0.0009209 0.003 0.0147745 0.0186954 1760.5444 0.0029545 0.0168179 17815.95675 0.034% MH Diesel 0.0345527 1.9430812 0.1283558 0.0093546 0.041852 0.016 0.0421463 0.0999983 0.0400415 0.004 0.0147512 0.0587927 987.24513 0.0016049 0.1555409 10519.8828 0.020% Motor Coach Diesel 0.0090902 0.8140938 0.0421934 0.0140647 0.0183132 0.012 0.0853421 0.1156553 0.017521 0.003 0.0298698 0.0503907 1485.2788 0.0004222 0.2340063 5832.301835 0.011% OBUS Gasoline 0.0143823 0.2225744 0.3420057 0.0140237 0.0009173 0.012 0.0421264 0.0550437 0.0008434 0.003 0.0147443 0.0185877 1418.5436 0.0032648 0.0138194 4793.177046 0.009% OBUS Electricity 0 0 0 0 0 0.012 0.0210632 0.0330632 0 0.003 0.0073721 0.0103721 0 0 0 5483.4075 0.010% PTO Diesel 0.0142738 2.4349651 0.1773539 0.016482 0.0038908 0 0 0.0038908 0.0037225 0 0 0.0037225 1740.5531 0.000663 0.2742248 32109.60355 0.061% PTO Electricity 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 32570.5637 0.062% SBUS Gasoline 0.0111416 0.1680838 0.2136588 0.0082213 0.0015914 0.008 0.046845 0.0564364 0.0014632 0.002 0.0163958 0.019859 831.61095 0.0025253 0.0144524 7638.563692 0.015% SBUS Diesel 0.0130839 0.5255674 0.0738875 0.010662 0.0038476 0.012 0.046845 0.0626926 0.0036811 0.003 0.0163958 0.0230769 1125.9423 0.0006077 0.1773927 3112.156038 0.006% SBUS Electricity 0 0 0 0 0 0.011161 0.0234225 0.0345832 0 0.0027902 0.0081979 0.010988 0 0 0 12125.07552 0.023% SBUS Natural Gas 0.0491736 0.3335099 10.126803 0 0.0044829 0.012 0.046845 0.0633279 0.0041218 0.003 0.0163958 0.0235176 1478.8803 3.4415938 0.3014794 8445.076566 0.016% T6 CAIRP Class 4 Diesel 0.004743 0.1657201 0.0278305 0.0093541 0.0046296 0.012 0.0420806 0.0587101 0.0044293 0.003 0.0147282 0.0221575 987.82503 0.0002203 0.1556322 200.7099949 0.000% T6 CAIRP Class 4 Electricity 0 0 0 0 0 0.012 0.0210403 0.0330403 0 0.003 0.0073641 0.0103641 0 0 0 283.1614177 0.001% T6 CAIRP Class 5 Diesel 0.004752 0.1668118 0.0278707 0.0093575 0.0046382 0.012 0.0420806 0.0587188 0.0044375 0.003 0.0147282 0.0221657 988.18094 0.0002207 0.1556883 275.8051205 0.001% T6 CAIRP Class 5 Electricity 0 0 0 0 0 0.012 0.0210403 0.0330403 0 0.003 0.0073641 0.0103641 0 0 0 387.9794461 0.001% T6 CAIRP Class 6 Diesel 0.0047321 0.166732 0.0277794 0.0093451 0.0046481 0.012 0.0420806 0.0587287 0.0044471 0.003 0.0147282 0.0221753 986.87599 0.0002198 0.1554827 717.4144022 0.001% T6 CAIRP Class 6 Electricity 0 0 0 0 0 0.012 0.0210403 0.0330403 0 0.003 0.0073641 0.0103641 0 0 0 1017.073661 0.002% T6 CAIRP Class 7 Diesel 0.0050973 0.1820723 0.0299211 0.0082557 0.0049229 0.012 0.0420806 0.0590035 0.0047099 0.003 0.0147282 0.0224381 871.83271 0.0002368 0.1373576 8257.437247 0.016% T6 CAIRP Class 7 Electricity 0 0 0 0 0 0.012 0.0210403 0.0330403 0 0.003 0.0073641 0.0103641 0 0 0 2616.71477 0.005% T6 CAIRP Class 7 Natural Gas 0.0069655 0.0430835 1.3089701 0 0.0010336 0.012 0.0420806 0.0551142 0.0009503 0.003 0.0147282 0.0186785 704.60414 0.4875027 0.1436382 5.43382181 0.000% T6 Instate Delivery Class 4 Diesel 0.004847 0.1905811 0.0314085 0.0093176 0.0044249 0.012 0.0422722 0.0586972 0.0042335 0.003 0.0147953 0.0220288 983.96583 0.0002251 0.1550242 11928.82114 0.023% T6 Instate Delivery Class 4 Electricity 0 0 0 0 0 0.012 0.0211361 0.0331361 0 0.003 0.0073976 0.0103976 0 0 0 12941.98729 0.025% T6 Instate Delivery Class 4 Natural Gas 0.0072404 0.0447185 1.4720068 0 0.0010721 0.012 0.0422722 0.0553443 0.0009858 0.003 0.0147953 0.0187811 741.8243 0.5067476 0.1512257 90.5895969 0.000% T6 Instate Delivery Class 5 Diesel 0.0048422 0.1873029 0.0313258 0.009331 0.0044097 0.012 0.0422722 0.0586819 0.004219 0.003 0.0147953 0.0220142 985.38047 0.0002249 0.1552471 11409.82078 0.022% T6 Instate Delivery Class 5 Electricity 0 0 0 0 0 0.012 0.0211361 0.0331361 0 0.003 0.0073976 0.0103976 0 0 0 12398.08064 0.024% T6 Instate Delivery Class 5 Natural Gas 0.0072443 0.0444983 1.4701441 0 0.0010736 0.012 0.0422722 0.0553458 0.0009871 0.003 0.0147953 0.0187824 741.21695 0.5070202 0.1511019 85.31088645 0.000% T6 Instate Delivery Class 6 Diesel 0.0048496 0.1944152 0.0314573 0.0093129 0.0044461 0.012 0.0422722 0.0587183 0.0042538 0.003 0.0147953 0.0220491 983.47662 0.0002253 0.1549471 33002.69246 0.063% g/mile
1073
T6 Instate Delivery Class 6 Electricity 0 0 0 0 0 0.012 0.0211361 0.0331361 0 0.003 0.0073976 0.0103976 0 0 0 35810.33242 0.068% T6 Instate Delivery Class 6 Natural Gas 0.0072395 0.0447709 1.4724496 0 0.0010718 0.012 0.0422722 0.055344 0.0009855 0.003 0.0147953 0.0187807 741.52351 0.5066828 0.1511644 249.3258522 0.000% T6 Instate Delivery Class 7 Diesel 0.0067635 0.3950743 0.0399396 0.0094171 0.0060581 0.012 0.0422722 0.0603303 0.005796 0.003 0.0147953 0.0235913 994.48053 0.0003141 0.1566808 9771.289088 0.019% T6 Instate Delivery Class 7 Electricity 0 0 0 0 0 0.012 0.0211361 0.0331361 0 0.003 0.0073976 0.0103976 0 0 0 6037.958894 0.012% T6 Instate Delivery Class 7 Natural Gas 0.0067694 0.0727115 1.7076606 0 0.0008977 0.012 0.0422722 0.0551699 0.0008254 0.003 0.0147953 0.0186207 760.38944 0.4737817 0.1550104 241.9405349 0.000% T6 Instate Other Class 4 Diesel 0.004844 0.1856756 0.0309398 0.0093106 0.0044612 0.012 0.0422525 0.0587137 0.0042682 0.003 0.0147884 0.0220566 983.22855 0.000225 0.1549081 48875.62666 0.093% T6 Instate Other Class 4 Electricity 0 0 0 0 0 0.012 0.0211262 0.0331263 0 0.003 0.0073942 0.0103942 0 0 0 56204.40424 0.107% T6 Instate Other Class 4 Natural Gas 0.0072069 0.0442068 1.4456672 0 0.001069 0.012 0.0422525 0.0553215 0.0009829 0.003 0.0147884 0.0187713 739.18544 0.5044033 0.1506878 373.1832099 0.001% T6 Instate Other Class 5 Diesel 0.0048526 0.1832152 0.0308939 0.0093177 0.004453 0.012 0.0422525 0.0587055 0.0042604 0.003 0.0147884 0.0220487 983.97541 0.0002254 0.1550257 123627.56 0.236% T6 Instate Other Class 5 Electricity 0 0 0 0 0 0.012 0.0211262 0.0331263 0 0.003 0.0073942 0.0103942 0 0 0 141977.4976 0.271% T6 Instate Other Class 5 Natural Gas 0.0072109 0.0439857 1.4437495 0 0.0010704 0.012 0.0422525 0.0553229 0.0009842 0.003 0.0147884 0.0187726 738.22373 0.5046785 0.1504917 932.2608003 0.002% T6 Instate Other Class 6 Diesel 0.0048544 0.1877905 0.0309606 0.0093097 0.0044824 0.012 0.0422525 0.0587349 0.0042885 0.003 0.0147884 0.0220768 983.13073 0.0002255 0.1548926 86505.0734 0.165% T6 Instate Other Class 6 Electricity 0 0 0 0 0 0.012 0.0211262 0.0331263 0 0.003 0.0073942 0.0103942 0 0 0 99258.95258 0.189% T6 Instate Other Class 6 Natural Gas 0.0072073 0.0441863 1.4454894 0 0.0010691 0.012 0.0422525 0.0553216 0.000983 0.003 0.0147884 0.0187714 738.50362 0.5044288 0.1505488 654.9274226 0.001% T6 Instate Other Class 7 Diesel 0.0061642 0.3200255 0.0368241 0.0093666 0.005601 0.012 0.0422525 0.0598535 0.0053587 0.003 0.0147884 0.0231471 989.13953 0.0002863 0.1558393 56157.31714 0.107% T6 Instate Other Class 7 Electricity 0 0 0 0 0 0.012 0.0211262 0.0331263 0 0.003 0.0073942 0.0103942 0 0 0 42103.92817 0.080% T6 Instate Other Class 7 Natural Gas 0.0068818 0.0634166 1.6113147 0 0.000949 0.012 0.0422525 0.0552015 0.0008726 0.003 0.0147884 0.018661 753.17868 0.4816477 0.1535404 1370.819559 0.003% T6 Instate Tractor Class 6 Diesel 0.0048158 0.1917714 0.0306171 0.0092914 0.0044691 0.012 0.0422525 0.0587216 0.0042758 0.003 0.0147884 0.0220642 981.20056 0.0002237 0.1545885 634.0963847 0.001% T6 Instate Tractor Class 6 Electricity 0 0 0 0 0 0.012 0.0211262 0.0331263 0 0.003 0.0073942 0.0103942 0 0 0 763.2961548 0.001% T6 Instate Tractor Class 6 Natural Gas 0.0072079 0.0441539 1.4452083 0 0.0010693 0.012 0.0422525 0.0553218 0.0009832 0.003 0.0147884 0.0187716 738.53728 0.5044691 0.1505557 4.797423431 0.000% T6 Instate Tractor Class 7 Diesel 0.0059458 0.3139348 0.0361539 0.0084799 0.0054861 0.012 0.0422525 0.0597386 0.0052488 0.003 0.0147884 0.0230372 895.50167 0.0002762 0.1410867 34350.46394 0.065% T6 Instate Tractor Class 7 Electricity 0 0 0 0 0 0.012 0.0211262 0.0331263 0 0.003 0.0073942 0.0103942 0 0 0 8161.923929 0.016% T6 Instate Tractor Class 7 Natural Gas 0.0069031 0.0622319 1.6010287 0 0.000957 0.012 0.0422525 0.0552095 0.0008799 0.003 0.0147884 0.0186683 736.23171 0.4831365 0.1500856 824.5480804 0.002% T6 OOS Class 4 Diesel 0.0046423 0.2072441 0.0272164 0.0087761 0.0047804 0.012 0.0420806 0.058861 0.0045736 0.003 0.0147282 0.0223018 926.78309 0.0002156 0.1460151 279.1246702 0.001% T6 OOS Class 5 Diesel 0.0046595 0.2091173 0.0272862 0.0087819 0.0047952 0.012 0.0420806 0.0588758 0.0045878 0.003 0.0147282 0.022316 927.40119 0.0002164 0.1461124 382.9088542 0.001% T6 OOS Class 6 Diesel 0.0046214 0.2052101 0.027124 0.0087605 0.0047625 0.012 0.0420806 0.0588431 0.0045565 0.003 0.0147282 0.0222847 925.13342 0.0002146 0.1457551 1000.551791 0.002% T6 OOS Class 7 Diesel 0.0049848 0.2170104 0.0292625 0.0078954 0.0050457 0.012 0.0420806 0.0591263 0.0048274 0.003 0.0147282 0.0225556 833.7761 0.0002315 0.1313618 7275.255697 0.014% T6 Public Class 4 Diesel 0.0058847 0.3708787 0.0313675 0.0094562 0.0053977 0.012 0.0421463 0.0595439 0.0051642 0.003 0.0147512 0.0229154 998.60696 0.0002733 0.1573309 1526.652805 0.003% T6 Public Class 4 Electricity 0 0 0 0 0 0.012 0.0210731 0.0330731 0 0.003 0.0073756 0.0103756 0 0 0 1566.872882 0.003% T6 Public Class 4 Natural Gas 0.0070533 0.0439777 1.3693304 0 0.0010444 0.012 0.0421463 0.0551907 0.0009603 0.003 0.0147512 0.0187115 732.45955 0.493654 0.1493167 284.6897426 0.001% T6 Public Class 5 Diesel 0.0064497 0.3803927 0.0328935 0.009524 0.0056315 0.012 0.0421463 0.0597778 0.0053879 0.003 0.0147512 0.0231391 1005.7622 0.0002996 0.1584582 2766.450086 0.005% T6 Public Class 5 Electricity 0 0 0 0 0 0.012 0.0210731 0.0330731 0 0.003 0.0073756 0.0103756 0 0 0 2845.543017 0.005% T6 Public Class 5 Natural Gas 0.0068759 0.055457 1.4749349 0 0.0009813 0.012 0.0421463 0.0551275 0.0009022 0.003 0.0147512 0.0186534 737.72822 0.4812334 0.1503907 574.9068522 0.001% T6 Public Class 6 Diesel 0.005485 0.2880524 0.0301428 0.0094563 0.0051504 0.012 0.0421463 0.0592966 0.0049276 0.003 0.0147512 0.0226787 998.61311 0.0002548 0.1573319 3626.841404 0.007% T6 Public Class 6 Electricity 0 0 0 0 0 0.012 0.0210731 0.0330731 0 0.003 0.0073756 0.0103756 0 0 0 3660.859522 0.007% T6 Public Class 6 Natural Gas 0.0070243 0.0460858 1.3883636 0 0.0010343 0.012 0.0421463 0.0551806 0.000951 0.003 0.0147512 0.0187022 733.73731 0.4916216 0.1495772 704.8096129 0.001% T6 Public Class 7 Diesel 0.0051034 0.2564491 0.0284698 0.0093459 0.0047923 0.012 0.0421463 0.0589386 0.004585 0.003 0.0147512 0.0223362 986.96096 0.000237 0.1554961 8399.406537 0.016% T6 Public Class 7 Electricity 0 0 0 0 0 0.012 0.0210731 0.0330731 0 0.003 0.0073756 0.0103756 0 0 0 6910.082373 0.013% T6 Public Class 7 Natural Gas 0.007036 0.0452452 1.3807576 0 0.0010384 0.012 0.0421463 0.0551847 0.0009548 0.003 0.0147512 0.018706 734.0777 0.4924436 0.1496465 1632.021321 0.003% T6 Utility Class 5 Diesel 0.0037717 0.1235505 0.0229627 0.0092725 0.0038884 0.012 0.0421463 0.0580347 0.0037202 0.003 0.0147512 0.0214714 979.20652 0.0001752 0.1542744 3580.109994 0.007% T6 Utility Class 5 Electricity 0 0 0 0 0 0.012 0.0210731 0.0330731 0 0.003 0.0073756 0.0103756 0 0 0 5122.410363 0.010% T6 Utility Class 5 Natural Gas 0.0070793 0.0425544 1.3558315 0 0.0010539 0.012 0.0421463 0.0552002 0.000969 0.003 0.0147512 0.0187202 729.09158 0.4954737 0.1486301 20.57946177 0.000% T6 Utility Class 6 Diesel 0.0037723 0.1208363 0.0229665 0.0092729 0.0038597 0.012 0.0421463 0.058006 0.0036928 0.003 0.0147512 0.021444 979.25162 0.0001752 0.1542815 676.8160691 0.001% T6 Utility Class 6 Electricity 0 0 0 0 0 0.012 0.0210731 0.0330731 0 0.003 0.0073756 0.0103756 0 0 0 967.7826921 0.002% T6 Utility Class 6 Natural Gas 0.0070793 0.0425544 1.3558315 0 0.0010539 0.012 0.0421463 0.0552002 0.000969 0.003 0.0147512 0.0187202 729.10228 0.4954737 0.1486323 3.890525834 0.000% T6 Utility Class 7 Diesel 0.0037353 0.1177115 0.0227408 0.0092789 0.0038385 0.012 0.0421463 0.0579848 0.0036724 0.003 0.0147512 0.0214236 979.87837 0.0001735 0.1543802 926.889312 0.002% T6 Utility Class 7 Electricity 0 0 0 0 0 0.012 0.0210731 0.0330731 0 0.003 0.0073756 0.0103756 0 0 0 1361.37886 0.003% T6 Utility Class 7 Natural Gas 0.0070793 0.0425544 1.3558315 0 0.0010539 0.012 0.0421463 0.0552002 0.000969 0.003 0.0147512 0.0187202 729.10483 0.4954737 0.1486328 5.328015953 0.000% T6TS Gasoline 0.0078178 0.0637524 0.1608759 0.0137967 0.001033 0.012 0.042213 0.0552459 0.0009498 0.003 0.0147745 0.0187243 1395.5771 0.0020698 0.006205 27933.839 0.053% T6TS Electricity 0 0 0 0 0 0.012 0.0211065 0.0331065 0 0.003 0.0073873 0.0103873 0 0 0 32042.11589 0.061% T7 CAIRP Class 8 Diesel 0.0107909 1.1115602 0.0344164 0.0119793 0.0288801 0.036 0.0813901 0.1462703 0.0276308 0.009 0.0284865 0.0651173 1265.0548 0.0005012 0.1993099 536934.0326 1.024% T7 CAIRP Class 8 Electricity 0 0 0 0 0 0.036 0.0407214 0.0767214 0 0.009 0.0142525 0.0232525 0 0 0 155947.2735 0.297% T7 CAIRP Class 8 Natural Gas 0.0128174 0.150013 2.7048351 0 0.001866 0.036 0.0813887 0.1192547 0.0017157 0.009 0.0284861 0.0392018 1005.8868 0.8970724 0.2050566 1964.599462 0.004% T7 NNOOS Class 8 Diesel 0.010488 1.2289583 0.0334694 0.0114655 0.028495 0.036 0.0813798 0.1458747 0.0272623 0.009 0.0284829 0.0647452 1210.7899 0.0004871 0.1907604 822832.8969 1.569% T7 NOOS Class 8 Diesel 0.0108186 1.2640251 0.0345017 0.0114595 0.0301652 0.036 0.0813966 0.1475619 0.0288603 0.009 0.0284888 0.0663491 1210.162 0.0005025 0.1906615 298771.4702 0.570% T7 POLA Class 8 Diesel 0.0100528 1.1136856 0.0353133 0.0129147 0.0256829 0.036 0.0811243 0.1428072 0.0245719 0.009 0.0283935 0.0619654 1363.83 0.0004669 0.214872 370390.5839 0.706% T7 POLA Class 8 Electricity 0 0 0 0 0 0.036 0.0409502 0.0769502 0 0.009 0.0143326 0.0233326 0 0 0 67026.28868 0.128% T7 POLA Class 8 Natural Gas 0.0129212 0.152439 2.8264389 0 0.0018764 0.036 0.0814602 0.1193366 0.0017253 0.009 0.0285111 0.0392363 1013.815 0.9043345 0.2066728 14430.52381 0.028% T7 Public Class 8 Diesel 0.0209312 2.2463025 0.077748 0.0143973 0.022606 0.036 0.0821106 0.1407166 0.0216281 0.009 0.0287387 0.0593668 1520.398 0.0009722 0.2395393 10472.81969 0.020% T7 Public Class 8 Electricity 0 0 0 0 0 0.036 0.0408948 0.0768948 0 0.009 0.0143132 0.0233132 0 0 0 16704.03518 0.032% T7 Public Class 8 Natural Gas 0.0128707 0.1678189 3.1023687 0 0.0018392 0.036 0.0801961 0.1180353 0.0016911 0.009 0.0280686 0.0387597 1053.4827 0.9008051 0.2147593 14475.0335 0.028% 1074
T7 Single Concrete/Transit Mix Class 8Diesel 0.008017 0.6828972 0.027981 0.0134947 0.0154938 0.036 0.0821807 0.1336745 0.0148235 0.009 0.0287632 0.0525868 1425.0875 0.0003724 0.2245231 42350.28164 0.081% T7 Single Concrete/Transit Mix Class 8Electricity 0 0 0 0 0 0.036 0.0411597 0.0771597 0 0.009 0.0144059 0.0234059 0 0 0 59615.98572 0.114% T7 Single Concrete/Transit Mix Class 8Natural Gas 0.01303 0.1510598 2.856646 0 0.0018985 0.036 0.0821772 0.1200756 0.0017456 0.009 0.028762 0.0395076 1042.6429 0.9119527 0.2125496 3306.667596 0.006% T7 Single Dump Class 8 Diesel 0.0096358 0.9486322 0.0376297 0.0138739 0.0197829 0.036 0.0806446 0.1364275 0.0189271 0.009 0.0282256 0.0561527 1465.1289 0.0004476 0.2308317 41324.69312 0.079% T7 Single Dump Class 8 Electricity 0 0 0 0 0 0.036 0.0411409 0.0771409 0 0.009 0.0143993 0.0233993 0 0 0 37448.64145 0.071% T7 Single Dump Class 8 Natural Gas 0.0129731 0.1760257 3.3008699 0 0.0018412 0.036 0.0805498 0.118391 0.0016929 0.009 0.0281924 0.0388853 1068.0827 0.9079668 0.2177356 3275.260473 0.006% T7 Single Other Class 8 Diesel 0.0091503 0.8741244 0.0341747 0.0137621 0.018845 0.036 0.0808733 0.1357183 0.0180298 0.009 0.0283056 0.0553355 1453.3186 0.000425 0.2289709 66262.50778 0.126% T7 Single Other Class 8 Electricity 0 0 0 0 0 0.036 0.041148 0.077148 0 0.009 0.0144018 0.0234018 0 0 0 66967.24194 0.128% T7 Single Other Class 8 Natural Gas 0.0129976 0.1647111 3.1077773 0 0.0018663 0.036 0.0808488 0.1187151 0.001716 0.009 0.0282971 0.0390131 1057.256 0.9096877 0.2155285 5190.971065 0.010% T7 SWCV Class 8 Diesel 0.0031278 9.9529829 0.0116242 0.0342687 0.0164411 0.036 0.2100001 0.2624412 0.0157299 0.009 0.0735 0.0982299 3618.8855 0.0001453 0.5701569 217.043035 0.000% T7 SWCV Class 8 Electricity 0 0 0 0 0 0.036 0.105 0.141 0 0.009 0.03675 0.04575 0 0 0 5421.395132 0.010% T7 SWCV Class 8 Natural Gas 0.0081323 0.2359246 5.220213 0 0.0011567 0.036 0.2100001 0.2471568 0.0010636 0.009 0.0735 0.0835636 909.08352 0.201995 0.1853226 7882.471763 0.015% T7 Tractor Class 8 Diesel 0.0100225 1.0801226 0.0327488 0.0120458 0.0250681 0.036 0.0808119 0.1418799 0.0239836 0.009 0.0282841 0.0612678 1272.0746 0.0004655 0.2004159 466264.9493 0.889% T7 Tractor Class 8 Electricity 0 0 0 0 0 0.036 0.040764 0.076764 0 0.009 0.0142674 0.0232674 0 0 0 94616.60086 0.180% T7 Tractor Class 8 Natural Gas 0.0128267 0.1547766 2.8032271 0 0.0018575 0.036 0.0807058 0.1185634 0.0017079 0.009 0.028247 0.038955 1015.3508 0.8977252 0.2069859 13010.65041 0.025% T7 Utility Class 8 Diesel 0.0085052 0.7306457 0.0338948 0.0139955 0.014878 0.036 0.0796042 0.1304821 0.0142344 0.009 0.0278615 0.0510958 1477.9717 0.000395 0.232855 3895.662682 0.007% T7 Utility Class 8 Electricity 0 0 0 0 0 0.036 0.0409078 0.0769078 0 0.009 0.0143177 0.0233177 0 0 0 2992.204817 0.006% T7IS Gasoline 0.2989029 2.0067853 24.962921 0.0161711 0.0010252 0.02 0.0824048 0.1034299 0.0009426 0.005 0.0288417 0.0347843 1635.7581 0.0680139 0.0949417 96.98952025 0.000% T7IS Electricity 0 0 0 0 0 0.02 0.041385 0.061385 0 0.005 0.0144848 0.0194848 0 0 0 102.565411 0.000% UBUS Gasoline 0.001149 0.0182042 0.5480112 0.0052801 0.0011198 0.008 0.091 0.1001199 0.0010296 0.002 0.03185 0.0348797 534.10262 0.0004696 0.0032358 11014.89224 0.021% UBUS Electricity 0 0 0 0 0 0.026272 0.055 0.0812718 0 0.0065679 0.01925 0.0258179 0 0 0 61431.63505 0.117% TOTAL VMT 52,456,550 100%
1075

1.00E-06
ROG_RUNEX NOx_RUNEX CO_RUNEX SOx_RUNEX PM10_RUNEX PM10_PMTW PM10_PMBW PM10_TOTAL PM2.5_RUNEX PM2.5_PMTW PM2.5_PMBW PM 2.5 Total CO2_RUNEX CH4_RUNEX N2O_RUNEX

4.35E-05 1.42E-03 1.91E-04 1.95E-05 3.11E-05 9.29E-05 3.11E-05 1.50E-04 6.61E-06 3.25E-05 2.98E-05 6.89E-05 2.06E+00 2.02E-06 3.25E-04

1.53E-05 1.33E-04 3.45E-03 0.00E+00 2.10E-06 9.29E-05 2.10E-06 1.21E-04 6.61E-06 3.25E-05 1.93E-06 4.10E-05 1.51E+00 1.07E-03 3.08E-04

6.33E-06 4.21E-05 1.08E-03 4.96E-06 1.10E-06 1.54E-05 1.10E-06 3.41E-05 4.41E-06 5.39E-06 1.01E-06 1.08E-05 5.02E-01 2.21E-06 6.99E-06

1.04E-05 4.61E-05 2.95E-04 3.85E-06 3.06E-06 1.55E-05 3.06E-06 3.62E-05 4.41E-06 5.41E-06 2.92E-06 1.27E-05 4.07E-01 4.82E-07 6.41E-05

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 9.68E-06 0.00E+00 2.73E-05 4.41E-06 3.39E-06 0.00E+00 7.80E-06 0.00E+00 0.00E+00 0.00E+00

2.42E-06 5.45E-06 4.03E-04 2.45E-06 4.49E-07 8.66E-06 4.49E-07 2.67E-05 4.41E-06 3.03E-06 4.13E-07 7.85E-06 2.48E-01 7.48E-07 9.47E-07

7.30E-06 4.78E-05 1.17E-03 5.76E-06 1.23E-06 1.82E-05 1.23E-06 3.71E-05 4.41E-06 6.38E-06 1.13E-06 1.19E-05 5.83E-01 2.47E-06 7.47E-06

2.54E-05 5.76E-05 2.68E-04 7.09E-06 8.85E-06 1.80E-05 8.85E-06 4.45E-05 4.41E-06 6.31E-06 8.46E-06 1.92E-05 7.48E-01 1.18E-06 1.18E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 9.69E-06 0.00E+00 2.73E-05 4.41E-06 3.39E-06 0.00E+00 7.80E-06 0.00E+00 0.00E+00 0.00E+00

2.41E-06 5.43E-06 4.02E-04 2.44E-06 4.30E-07 8.67E-06 4.30E-07 2.67E-05 4.41E-06 3.03E-06 3.96E-07 7.84E-06 2.47E-01 7.45E-07 9.45E-07

8.80E-06 4.91E-05 1.27E-03 5.94E-06 1.13E-06 1.80E-05 1.13E-06 3.68E-05 4.41E-06 6.30E-06 1.04E-06 1.17E-05 6.01E-01 2.94E-06 7.54E-06

2.54E-05 5.90E-05 2.65E-04 5.26E-06 8.80E-06 1.80E-05 8.80E-06 4.44E-05 4.41E-06 6.29E-06 8.42E-06 1.91E-05 5.55E-01 1.18E-06 8.74E-05

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 9.69E-06 0.00E+00 2.73E-05 4.41E-06 3.39E-06 0.00E+00 7.80E-06 0.00E+00 0.00E+00 0.00E+00

2.41E-06 5.44E-06 4.03E-04 2.45E-06 4.39E-07 8.67E-06 4.39E-07 2.67E-05 4.41E-06 3.03E-06 4.03E-07 7.85E-06 2.48E-01 7.46E-07 9.44E-07

3.60E-06 4.61E-05 1.29E-03 1.06E-05 2.44E-06 1.72E-04 2.44E-06 1.92E-04 4.41E-06 6.02E-05 2.24E-06 6.68E-05 1.07E+00 1.07E-06 4.19E-06

9.27E-05 5.82E-04 1.90E-04 9.62E-06 2.68E-05 1.72E-04 2.68E-05 2.25E-04 6.61E-06 6.02E-05 2.56E-05 9.24E-05 1.02E+00 4.30E-06 1.60E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 8.60E-05 0.00E+00 1.04E-04 4.41E-06 3.01E-05 0.00E+00 3.45E-05 0.00E+00 0.00E+00 0.00E+00

3.16E-06 5.54E-05 1.31E-03 1.19E-05 2.42E-06 2.01E-04 2.42E-06 2.21E-04 4.41E-06 7.02E-05 2.22E-06 7.68E-05 1.21E+00 9.65E-07 5.54E-06

1.24E-04 9.72E-04 2.74E-04 1.13E-05 3.61E-05 2.01E-04 3.61E-05 2.63E-04 6.61E-06 7.02E-05 3.45E-05 1.11E-04 1.19E+00 5.77E-06 1.88E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.00E-04 0.00E+00 1.18E-04 4.41E-06 3.51E-05 0.00E+00 3.95E-05 0.00E+00 0.00E+00 0.00E+00

1.70E-03 1.00E-03 2.10E-02 4.01E-06 4.65E-06 2.65E-05 4.65E-06 3.99E-05 2.20E-06 9.26E-06 4.33E-06 1.58E-05 4.05E-01 2.86E-04 7.61E-05

1.03E-05 5.86E-05 1.35E-03 7.22E-06 1.18E-06 1.84E-05 1.18E-06 3.72E-05 4.41E-06 6.43E-06 1.08E-06 1.19E-05 7.31E-01 3.27E-06 8.12E-06

1.05E-05 4.24E-05 3.10E-04 6.94E-06 2.87E-06 1.84E-05 2.87E-06 3.89E-05 4.41E-06 6.45E-06 2.75E-06 1.36E-05 7.32E-01 4.86E-07 1.15E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 9.70E-06 0.00E+00 2.73E-05 4.41E-06 3.39E-06 0.00E+00 7.80E-06 0.00E+00 0.00E+00 0.00E+00

2.41E-06 5.45E-06 4.03E-04 2.45E-06 4.49E-07 8.68E-06 4.49E-07 2.68E-05 4.41E-06 3.04E-06 4.13E-07 7.86E-06 2.48E-01 7.43E-07 9.36E-07

1.77E-05 3.88E-04 3.09E-04 3.84E-05 2.21E-06 9.31E-05 2.21E-06 1.22E-04 6.61E-06 3.26E-05 2.03E-06 4.12E-05 3.88E+00 6.51E-06 3.71E-05

7.62E-05 4.28E-03 2.83E-04 2.06E-05 9.23E-05 9.29E-05 9.23E-05 2.20E-04 8.82E-06 3.25E-05 8.83E-05 1.30E-04 2.18E+00 3.54E-06 3.43E-04

2.00E-05 1.79E-03 9.30E-05 3.10E-05 4.04E-05 1.88E-04 4.04E-05 2.55E-04 6.61E-06 6.59E-05 3.86E-05 1.11E-04 3.27E+00 9.31E-07 5.16E-04

3.17E-05 4.91E-04 7.54E-04 3.09E-05 2.02E-06 9.29E-05 2.02E-06 1.21E-04 6.61E-06 3.25E-05 1.86E-06 4.10E-05 3.13E+00 7.20E-06 3.05E-05

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4.64E-05 0.00E+00 7.29E-05 6.61E-06 1.63E-05 0.00E+00 2.29E-05 0.00E+00 0.00E+00 0.00E+00

3.15E-05 5.37E-03 3.91E-04 3.63E-05 8.58E-06 0.00E+00 8.58E-06 8.58E-06 0.00E+00 0.00E+00 8.21E-06 8.21E-06 3.84E+00 1.46E-06 6.05E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00

2.46E-05 3.71E-04 4.71E-04 1.81E-05 3.51E-06 1.03E-04 3.51E-06 1.24E-04 4.41E-06 3.61E-05 3.23E-06 4.38E-05 1.83E+00 5.57E-06 3.19E-05

2.88E-05 1.16E-03 1.63E-04 2.35E-05 8.48E-06 1.03E-04 8.48E-06 1.38E-04 6.61E-06 3.61E-05 8.12E-06 5.09E-05 2.48E+00 1.34E-06 3.91E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 5.16E-05 0.00E+00 7.62E-05 6.15E-06 1.81E-05 0.00E+00 2.42E-05 0.00E+00 0.00E+00 0.00E+00

1.08E-04 7.35E-04 2.23E-02 0.00E+00 9.88E-06 1.03E-04 9.88E-06 1.40E-04 6.61E-06 3.61E-05 9.09E-06 5.18E-05 3.26E+00 7.59E-03 6.65E-04

1.05E-05 3.65E-04 6.14E-05 2.06E-05 1.02E-05 9.28E-05 1.02E-05 1.29E-04 6.61E-06 3.25E-05 9.76E-06 4.88E-05 2.18E+00 4.86E-07 3.43E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4.64E-05 0.00E+00 7.28E-05 6.61E-06 1.62E-05 0.00E+00 2.28E-05 0.00E+00 0.00E+00 0.00E+00

1.05E-05 3.68E-04 6.14E-05 2.06E-05 1.02E-05 9.28E-05 1.02E-05 1.29E-04 6.61E-06 3.25E-05 9.78E-06 4.89E-05 2.18E+00 4.87E-07 3.43E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4.64E-05 0.00E+00 7.28E-05 6.61E-06 1.62E-05 0.00E+00 2.28E-05 0.00E+00 0.00E+00 0.00E+00

1.04E-05 3.68E-04 6.12E-05 2.06E-05 1.02E-05 9.28E-05 1.02E-05 1.29E-04 6.61E-06 3.25E-05 9.80E-06 4.89E-05 2.18E+00 4.85E-07 3.43E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4.64E-05 0.00E+00 7.28E-05 6.61E-06 1.62E-05 0.00E+00 2.28E-05 0.00E+00 0.00E+00 0.00E+00

1.12E-05 4.01E-04 6.60E-05 1.82E-05 1.09E-05 9.28E-05 1.09E-05 1.30E-04 6.61E-06 3.25E-05 1.04E-05 4.95E-05 1.92E+00 5.22E-07 3.03E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4.64E-05 0.00E+00 7.28E-05 6.61E-06 1.62E-05 0.00E+00 2.28E-05 0.00E+00 0.00E+00 0.00E+00

1.54E-05 9.50E-05 2.89E-03 0.00E+00 2.28E-06 9.28E-05 2.28E-06 1.22E-04 6.61E-06 3.25E-05 2.10E-06 4.12E-05 1.55E+00 1.07E-03 3.17E-04

1.07E-05 4.20E-04 6.92E-05 2.05E-05 9.76E-06 9.32E-05 9.76E-06 1.29E-04 6.61E-06 3.26E-05 9.33E-06 4.86E-05 2.17E+00 4.96E-07 3.42E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4.66E-05 0.00E+00 7.31E-05 6.61E-06 1.63E-05 0.00E+00 2.29E-05 0.00E+00 0.00E+00 0.00E+00

1.60E-05 9.86E-05 3.25E-03 0.00E+00 2.36E-06 9.32E-05 2.36E-06 1.22E-04 6.61E-06 3.26E-05 2.17E-06 4.14E-05 1.64E+00 1.12E-03 3.33E-04

1.07E-05 4.13E-04 6.91E-05 2.06E-05 9.72E-06 9.32E-05 9.72E-06 1.29E-04 6.61E-06 3.26E-05 9.30E-06 4.85E-05 2.17E+00 4.96E-07 3.42E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4.66E-05 0.00E+00 7.31E-05 6.61E-06 1.63E-05 0.00E+00 2.29E-05 0.00E+00 0.00E+00 0.00E+00

1.60E-05 9.81E-05 3.24E-03 0.00E+00 2.37E-06 9.32E-05 2.37E-06 1.22E-04 6.61E-06 3.26E-05 2.18E-06 4.14E-05 1.63E+00 1.12E-03 3.33E-04

1.07E-05 4.29E-04 6.94E-05 2.05E-05 9.80E-06 9.32E-05 9.80E-06 1.29E-04 6.61E-06 3.26E-05 9.38E-06 4.86E-05 2.17E+00 4.97E-07 3.42E-04 lbs/Mile
1076

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4.66E-05 0.00E+00 7.31E-05 6.61E-06 1.63E-05 0.00E+00 2.29E-05 0.00E+00 0.00E+00 0.00E+00

1.60E-05 9.87E-05 3.25E-03 0.00E+00 2.36E-06 9.32E-05 2.36E-06 1.22E-04 6.61E-06 3.26E-05 2.17E-06 4.14E-05 1.63E+00 1.12E-03 3.33E-04

1.49E-05 8.71E-04 8.81E-05 2.08E-05 1.34E-05 9.32E-05 1.34E-05 1.33E-04 6.61E-06 3.26E-05 1.28E-05 5.20E-05 2.19E+00 6.93E-07 3.45E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4.66E-05 0.00E+00 7.31E-05 6.61E-06 1.63E-05 0.00E+00 2.29E-05 0.00E+00 0.00E+00 0.00E+00

1.49E-05 1.60E-04 3.76E-03 0.00E+00 1.98E-06 9.32E-05 1.98E-06 1.22E-04 6.61E-06 3.26E-05 1.82E-06 4.11E-05 1.68E+00 1.04E-03 3.42E-04

1.07E-05 4.09E-04 6.82E-05 2.05E-05 9.84E-06 9.31E-05 9.84E-06 1.29E-04 6.61E-06 3.26E-05 9.41E-06 4.86E-05 2.17E+00 4.96E-07 3.42E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4.66E-05 0.00E+00 7.30E-05 6.61E-06 1.63E-05 0.00E+00 2.29E-05 0.00E+00 0.00E+00 0.00E+00

1.59E-05 9.75E-05 3.19E-03 0.00E+00 2.36E-06 9.31E-05 2.36E-06 1.22E-04 6.61E-06 3.26E-05 2.17E-06 4.14E-05 1.63E+00 1.11E-03 3.32E-04

1.07E-05 4.04E-04 6.81E-05 2.05E-05 9.82E-06 9.31E-05 9.82E-06 1.29E-04 6.61E-06 3.26E-05 9.39E-06 4.86E-05 2.17E+00 4.97E-07 3.42E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4.66E-05 0.00E+00 7.30E-05 6.61E-06 1.63E-05 0.00E+00 2.29E-05 0.00E+00 0.00E+00 0.00E+00

1.59E-05 9.70E-05 3.18E-03 0.00E+00 2.36E-06 9.31E-05 2.36E-06 1.22E-04 6.61E-06 3.26E-05 2.17E-06 4.14E-05 1.63E+00 1.11E-03 3.32E-04

1.07E-05 4.14E-04 6.83E-05 2.05E-05 9.88E-06 9.31E-05 9.88E-06 1.29E-04 6.61E-06 3.26E-05 9.45E-06 4.87E-05 2.17E+00 4.97E-07 3.41E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4.66E-05 0.00E+00 7.30E-05 6.61E-06 1.63E-05 0.00E+00 2.29E-05 0.00E+00 0.00E+00 0.00E+00

1.59E-05 9.74E-05 3.19E-03 0.00E+00 2.36E-06 9.31E-05 2.36E-06 1.22E-04 6.61E-06 3.26E-05 2.17E-06 4.14E-05 1.63E+00 1.11E-03 3.32E-04

1.36E-05 7.06E-04 8.12E-05 2.06E-05 1.23E-05 9.31E-05 1.23E-05 1.32E-04 6.61E-06 3.26E-05 1.18E-05 5.10E-05 2.18E+00 6.31E-07 3.44E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4.66E-05 0.00E+00 7.30E-05 6.61E-06 1.63E-05 0.00E+00 2.29E-05 0.00E+00 0.00E+00 0.00E+00

1.52E-05 1.40E-04 3.55E-03 0.00E+00 2.09E-06 9.31E-05 2.09E-06 1.22E-04 6.61E-06 3.26E-05 1.92E-06 4.11E-05 1.66E+00 1.06E-03 3.38E-04

1.06E-05 4.23E-04 6.75E-05 2.05E-05 9.85E-06 9.31E-05 9.85E-06 1.29E-04 6.61E-06 3.26E-05 9.43E-06 4.86E-05 2.16E+00 4.93E-07 3.41E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4.66E-05 0.00E+00 7.30E-05 6.61E-06 1.63E-05 0.00E+00 2.29E-05 0.00E+00 0.00E+00 0.00E+00

1.59E-05 9.73E-05 3.19E-03 0.00E+00 2.36E-06 9.31E-05 2.36E-06 1.22E-04 6.61E-06 3.26E-05 2.17E-06 4.14E-05 1.63E+00 1.11E-03 3.32E-04

1.31E-05 6.92E-04 7.97E-05 1.87E-05 1.21E-05 9.31E-05 1.21E-05 1.32E-04 6.61E-06 3.26E-05 1.16E-05 5.08E-05 1.97E+00 6.09E-07 3.11E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4.66E-05 0.00E+00 7.30E-05 6.61E-06 1.63E-05 0.00E+00 2.29E-05 0.00E+00 0.00E+00 0.00E+00

1.52E-05 1.37E-04 3.53E-03 0.00E+00 2.11E-06 9.31E-05 2.11E-06 1.22E-04 6.61E-06 3.26E-05 1.94E-06 4.12E-05 1.62E+00 1.07E-03 3.31E-04

1.02E-05 4.57E-04 6.00E-05 1.93E-05 1.05E-05 9.28E-05 1.05E-05 1.30E-04 6.61E-06 3.25E-05 1.01E-05 4.92E-05 2.04E+00 4.75E-07 3.22E-04

1.03E-05 4.61E-04 6.02E-05 1.94E-05 1.06E-05 9.28E-05 1.06E-05 1.30E-04 6.61E-06 3.25E-05 1.01E-05 4.92E-05 2.04E+00 4.77E-07 3.22E-04

1.02E-05 4.52E-04 5.98E-05 1.93E-05 1.05E-05 9.28E-05 1.05E-05 1.30E-04 6.61E-06 3.25E-05 1.00E-05 4.91E-05 2.04E+00 4.73E-07 3.21E-04

1.10E-05 4.78E-04 6.45E-05 1.74E-05 1.11E-05 9.28E-05 1.11E-05 1.30E-04 6.61E-06 3.25E-05 1.06E-05 4.97E-05 1.84E+00 5.10E-07 2.90E-04

1.30E-05 8.18E-04 6.92E-05 2.08E-05 1.19E-05 9.29E-05 1.19E-05 1.31E-04 6.61E-06 3.25E-05 1.14E-05 5.05E-05 2.20E+00 6.03E-07 3.47E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4.65E-05 0.00E+00 7.29E-05 6.61E-06 1.63E-05 0.00E+00 2.29E-05 0.00E+00 0.00E+00 0.00E+00

1.55E-05 9.70E-05 3.02E-03 0.00E+00 2.30E-06 9.29E-05 2.30E-06 1.22E-04 6.61E-06 3.25E-05 2.12E-06 4.13E-05 1.61E+00 1.09E-03 3.29E-04

1.42E-05 8.39E-04 7.25E-05 2.10E-05 1.24E-05 9.29E-05 1.24E-05 1.32E-04 6.61E-06 3.25E-05 1.19E-05 5.10E-05 2.22E+00 6.60E-07 3.49E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4.65E-05 0.00E+00 7.29E-05 6.61E-06 1.63E-05 0.00E+00 2.29E-05 0.00E+00 0.00E+00 0.00E+00

1.52E-05 1.22E-04 3.25E-03 0.00E+00 2.16E-06 9.29E-05 2.16E-06 1.22E-04 6.61E-06 3.25E-05 1.99E-06 4.11E-05 1.63E+00 1.06E-03 3.32E-04

1.21E-05 6.35E-04 6.65E-05 2.08E-05 1.14E-05 9.29E-05 1.14E-05 1.31E-04 6.61E-06 3.25E-05 1.09E-05 5.00E-05 2.20E+00 5.62E-07 3.47E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4.65E-05 0.00E+00 7.29E-05 6.61E-06 1.63E-05 0.00E+00 2.29E-05 0.00E+00 0.00E+00 0.00E+00

1.55E-05 1.02E-04 3.06E-03 0.00E+00 2.28E-06 9.29E-05 2.28E-06 1.22E-04 6.61E-06 3.25E-05 2.10E-06 4.12E-05 1.62E+00 1.08E-03 3.30E-04

1.13E-05 5.65E-04 6.28E-05 2.06E-05 1.06E-05 9.29E-05 1.06E-05 1.30E-04 6.61E-06 3.25E-05 1.01E-05 4.92E-05 2.18E+00 5.23E-07 3.43E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4.65E-05 0.00E+00 7.29E-05 6.61E-06 1.63E-05 0.00E+00 2.29E-05 0.00E+00 0.00E+00 0.00E+00

1.55E-05 9.97E-05 3.04E-03 0.00E+00 2.29E-06 9.29E-05 2.29E-06 1.22E-04 6.61E-06 3.25E-05 2.10E-06 4.12E-05 1.62E+00 1.09E-03 3.30E-04

8.32E-06 2.72E-04 5.06E-05 2.04E-05 8.57E-06 9.29E-05 8.57E-06 1.28E-04 6.61E-06 3.25E-05 8.20E-06 4.73E-05 2.16E+00 3.86E-07 3.40E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4.65E-05 0.00E+00 7.29E-05 6.61E-06 1.63E-05 0.00E+00 2.29E-05 0.00E+00 0.00E+00 0.00E+00

1.56E-05 9.38E-05 2.99E-03 0.00E+00 2.32E-06 9.29E-05 2.32E-06 1.22E-04 6.61E-06 3.25E-05 2.14E-06 4.13E-05 1.61E+00 1.09E-03 3.28E-04

8.32E-06 2.66E-04 5.06E-05 2.04E-05 8.51E-06 9.29E-05 8.51E-06 1.28E-04 6.61E-06 3.25E-05 8.14E-06 4.73E-05 2.16E+00 3.86E-07 3.40E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4.65E-05 0.00E+00 7.29E-05 6.61E-06 1.63E-05 0.00E+00 2.29E-05 0.00E+00 0.00E+00 0.00E+00

1.56E-05 9.38E-05 2.99E-03 0.00E+00 2.32E-06 9.29E-05 2.32E-06 1.22E-04 6.61E-06 3.25E-05 2.14E-06 4.13E-05 1.61E+00 1.09E-03 3.28E-04

8.23E-06 2.60E-04 5.01E-05 2.05E-05 8.46E-06 9.29E-05 8.46E-06 1.28E-04 6.61E-06 3.25E-05 8.10E-06 4.72E-05 2.16E+00 3.82E-07 3.40E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4.65E-05 0.00E+00 7.29E-05 6.61E-06 1.63E-05 0.00E+00 2.29E-05 0.00E+00 0.00E+00 0.00E+00

1.56E-05 9.38E-05 2.99E-03 0.00E+00 2.32E-06 9.29E-05 2.32E-06 1.22E-04 6.61E-06 3.25E-05 2.14E-06 4.13E-05 1.61E+00 1.09E-03 3.28E-04

1.72E-05 1.41E-04 3.55E-04 3.04E-05 2.28E-06 9.31E-05 2.28E-06 1.22E-04 6.61E-06 3.26E-05 2.09E-06 4.13E-05 3.08E+00 4.56E-06 1.37E-05

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 4.65E-05 0.00E+00 7.30E-05 6.61E-06 1.63E-05 0.00E+00 2.29E-05 0.00E+00 0.00E+00 0.00E+00

2.38E-05 2.45E-03 7.59E-05 2.64E-05 6.37E-05 1.79E-04 6.37E-05 3.22E-04 1.98E-05 6.28E-05 6.09E-05 1.44E-04 2.79E+00 1.10E-06 4.39E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 8.98E-05 0.00E+00 1.69E-04 1.98E-05 3.14E-05 0.00E+00 5.13E-05 0.00E+00 0.00E+00 0.00E+00

2.83E-05 3.31E-04 5.96E-03 0.00E+00 4.11E-06 1.79E-04 4.11E-06 2.63E-04 1.98E-05 6.28E-05 3.78E-06 8.64E-05 2.22E+00 1.98E-03 4.52E-04

2.31E-05 2.71E-03 7.38E-05 2.53E-05 6.28E-05 1.79E-04 6.28E-05 3.22E-04 1.98E-05 6.28E-05 6.01E-05 1.43E-04 2.67E+00 1.07E-06 4.21E-04

2.39E-05 2.79E-03 7.61E-05 2.53E-05 6.65E-05 1.79E-04 6.65E-05 3.25E-04 1.98E-05 6.28E-05 6.36E-05 1.46E-04 2.67E+00 1.11E-06 4.20E-04

2.22E-05 2.46E-03 7.79E-05 2.85E-05 5.66E-05 1.79E-04 5.66E-05 3.15E-04 1.98E-05 6.26E-05 5.42E-05 1.37E-04 3.01E+00 1.03E-06 4.74E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 9.03E-05 0.00E+00 1.70E-04 1.98E-05 3.16E-05 0.00E+00 5.14E-05 0.00E+00 0.00E+00 0.00E+00

2.85E-05 3.36E-04 6.23E-03 0.00E+00 4.14E-06 1.80E-04 4.14E-06 2.63E-04 1.98E-05 6.29E-05 3.80E-06 8.65E-05 2.24E+00 1.99E-03 4.56E-04

4.61E-05 4.95E-03 1.71E-04 3.17E-05 4.98E-05 1.81E-04 4.98E-05 3.10E-04 1.98E-05 6.34E-05 4.77E-05 1.31E-04 3.35E+00 2.14E-06 5.28E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 9.02E-05 0.00E+00 1.70E-04 1.98E-05 3.16E-05 0.00E+00 5.14E-05 0.00E+00 0.00E+00 0.00E+00

2.84E-05 3.70E-04 6.84E-03 0.00E+00 4.05E-06 1.77E-04 4.05E-06 2.60E-04 1.98E-05 6.19E-05 3.73E-06 8.54E-05 2.32E+00 1.99E-03 4.73E-04 1077

1.77E-05 1.51E-03 6.17E-05 2.98E-05 3.42E-05 1.81E-04 3.42E-05 2.95E-04 1.98E-05 6.34E-05 3.27E-05 1.16E-04 3.14E+00 8.21E-07 4.95E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 9.07E-05 0.00E+00 1.70E-04 1.98E-05 3.18E-05 0.00E+00 5.16E-05 0.00E+00 0.00E+00 0.00E+00

2.87E-05 3.33E-04 6.30E-03 0.00E+00 4.19E-06 1.81E-04 4.19E-06 2.65E-04 1.98E-05 6.34E-05 3.85E-06 8.71E-05 2.30E+00 2.01E-03 4.69E-04

2.12E-05 2.09E-03 8.30E-05 3.06E-05 4.36E-05 1.78E-04 4.36E-05 3.01E-04 1.98E-05 6.22E-05 4.17E-05 1.24E-04 3.23E+00 9.87E-07 5.09E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 9.07E-05 0.00E+00 1.70E-04 1.98E-05 3.17E-05 0.00E+00 5.16E-05 0.00E+00 0.00E+00 0.00E+00

2.86E-05 3.88E-04 7.28E-03 0.00E+00 4.06E-06 1.78E-04 4.06E-06 2.61E-04 1.98E-05 6.22E-05 3.73E-06 8.57E-05 2.35E+00 2.00E-03 4.80E-04

2.02E-05 1.93E-03 7.53E-05 3.03E-05 4.15E-05 1.78E-04 4.15E-05 2.99E-04 1.98E-05 6.24E-05 3.97E-05 1.22E-04 3.20E+00 9.37E-07 5.05E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 9.07E-05 0.00E+00 1.70E-04 1.98E-05 3.18E-05 0.00E+00 5.16E-05 0.00E+00 0.00E+00 0.00E+00

2.87E-05 3.63E-04 6.85E-03 0.00E+00 4.11E-06 1.78E-04 4.11E-06 2.62E-04 1.98E-05 6.24E-05 3.78E-06 8.60E-05 2.33E+00 2.01E-03 4.75E-04

6.90E-06 2.19E-02 2.56E-05 7.55E-05 3.62E-05 4.63E-04 3.62E-05 5.79E-04 1.98E-05 1.62E-04 3.47E-05 2.17E-04 7.98E+00 3.20E-07 1.26E-03

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 2.31E-04 0.00E+00 3.11E-04 1.98E-05 8.10E-05 0.00E+00 1.01E-04 0.00E+00 0.00E+00 0.00E+00

1.79E-05 5.20E-04 1.15E-02 0.00E+00 2.55E-06 4.63E-04 2.55E-06 5.45E-04 1.98E-05 1.62E-04 2.34E-06 1.84E-04 2.00E+00 4.45E-04 4.09E-04

2.21E-05 2.38E-03 7.22E-05 2.66E-05 5.53E-05 1.78E-04 5.53E-05 3.13E-04 1.98E-05 6.24E-05 5.29E-05 1.35E-04 2.80E+00 1.03E-06 4.42E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 8.99E-05 0.00E+00 1.69E-04 1.98E-05 3.15E-05 0.00E+00 5.13E-05 0.00E+00 0.00E+00 0.00E+00

2.83E-05 3.41E-04 6.18E-03 0.00E+00 4.10E-06 1.78E-04 4.10E-06 2.61E-04 1.98E-05 6.23E-05 3.77E-06 8.59E-05 2.24E+00 1.98E-03 4.56E-04

1.88E-05 1.61E-03 7.47E-05 3.09E-05 3.28E-05 1.75E-04 3.28E-05 2.88E-04 1.98E-05 6.14E-05 3.14E-05 1.13E-04 3.26E+00 8.71E-07 5.13E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 9.02E-05 0.00E+00 1.70E-04 1.98E-05 3.16E-05 0.00E+00 5.14E-05 0.00E+00 0.00E+00 0.00E+00

6.59E-04 4.42E-03 5.50E-02 3.57E-05 2.26E-06 1.82E-04 2.26E-06 2.28E-04 1.10E-05 6.36E-05 2.08E-06 7.67E-05 3.61E+00 1.50E-04 2.09E-04

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 9.12E-05 0.00E+00 1.35E-04 1.10E-05 3.19E-05 0.00E+00 4.30E-05 0.00E+00 0.00E+00 0.00E+00

2.53E-06 4.01E-05 1.21E-03 1.16E-05 2.47E-06 2.01E-04 2.47E-06 2.21E-04 4.41E-06 7.02E-05 2.27E-06 7.69E-05 1.18E+00 1.04E-06 7.13E-06

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.21E-04 0.00E+00 1.79E-04 1.45E-05 4.24E-05 0.00E+00 5.69E-05 0.00E+00 0.00E+00 0.00E+00 1078
ROG_RUNEX NOx_RUNEX CO_RUNEX SOx_RUNEX PM10_RUNEX PM10_PMTW PM10_PMBW PM10_TOTAL PM2.5_RUNEX PM2.5_PMTW PM2.5_PMBW PM 2.5 Total CO2_RUNEX CH4_RUNEX N2O_RUNEX

1.97E-08 6.45E-07 8.67E-08 8.85E-09 1.20E-08 4.21E-08 1.41E-08 6.83E-08 3.00E-09 1.47E-08 1.35E-08 3.13E-08 9.34E-04 9.17E-10 1.47E-07

6.94E-09 6.02E-08 1.56E-06 0.00E+00 1.20E-08 4.21E-08 9.51E-10 5.51E-08 3.00E-09 1.47E-08 8.74E-10 1.86E-08 6.85E-04 4.85E-07 1.40E-07

2.87E-09 1.91E-08 4.91E-07 2.25E-09 8.00E-09 6.98E-09 4.97E-10 1.55E-08 2.00E-09 2.44E-09 4.57E-10 4.90E-09 2.28E-04 1.00E-09 3.17E-09

4.71E-09 2.09E-08 1.34E-07 1.75E-09 8.00E-09 7.01E-09 1.39E-09 1.64E-08 2.00E-09 2.46E-09 1.33E-09 5.78E-09 1.85E-04 2.19E-10 2.91E-08

0.00E+00 0.00E+00 0.00E+00 0.00E+00 8.00E-09 4.39E-09 0.00E+00 1.24E-08 2.00E-09 1.54E-09 0.00E+00 3.54E-09 0.00E+00 0.00E+00 0.00E+00

1.10E-09 2.47E-09 1.83E-07 1.11E-09 8.00E-09 3.93E-09 2.04E-10 1.21E-08 2.00E-09 1.38E-09 1.87E-10 3.56E-09 1.13E-04 3.39E-10 4.30E-10

3.31E-09 2.17E-08 5.32E-07 2.61E-09 8.00E-09 8.27E-09 5.58E-10 1.68E-08 2.00E-09 2.89E-09 5.13E-10 5.41E-09 2.64E-04 1.12E-09 3.39E-09

1.15E-08 2.61E-08 1.21E-07 3.22E-09 8.00E-09 8.18E-09 4.01E-09 2.02E-08 2.00E-09 2.86E-09 3.84E-09 8.70E-09 3.39E-04 5.35E-10 5.35E-08

0.00E+00 0.00E+00 0.00E+00 0.00E+00 8.00E-09 4.39E-09 0.00E+00 1.24E-08 2.00E-09 1.54E-09 0.00E+00 3.54E-09 0.00E+00 0.00E+00 0.00E+00

1.09E-09 2.46E-09 1.82E-07 1.11E-09 8.00E-09 3.93E-09 1.95E-10 1.21E-08 2.00E-09 1.38E-09 1.79E-10 3.56E-09 1.12E-04 3.38E-10 4.29E-10

3.99E-09 2.23E-08 5.75E-07 2.70E-09 8.00E-09 8.16E-09 5.12E-10 1.67E-08 2.00E-09 2.86E-09 4.71E-10 5.33E-09 2.73E-04 1.33E-09 3.42E-09

1.15E-08 2.67E-08 1.20E-07 2.38E-09 8.00E-09 8.15E-09 3.99E-09 2.01E-08 2.00E-09 2.85E-09 3.82E-09 8.67E-09 2.52E-04 5.35E-10 3.96E-08

0.00E+00 0.00E+00 0.00E+00 0.00E+00 8.00E-09 4.39E-09 0.00E+00 1.24E-08 2.00E-09 1.54E-09 0.00E+00 3.54E-09 0.00E+00 0.00E+00 0.00E+00

1.09E-09 2.47E-09 1.83E-07 1.11E-09 8.00E-09 3.93E-09 1.99E-10 1.21E-08 2.00E-09 1.38E-09 1.83E-10 3.56E-09 1.12E-04 3.38E-10 4.28E-10

1.63E-09 2.09E-08 5.84E-07 4.82E-09 8.00E-09 7.80E-08 1.11E-09 8.71E-08 2.00E-09 2.73E-08 1.02E-09 3.03E-08 4.88E-04 4.86E-10 1.90E-09

4.20E-08 2.64E-07 8.64E-08 4.37E-09 1.20E-08 7.80E-08 1.22E-08 1.02E-07 3.00E-09 2.73E-08 1.16E-08 4.19E-08 4.61E-04 1.95E-09 7.26E-08

0.00E+00 0.00E+00 0.00E+00 0.00E+00 8.00E-09 3.90E-08 0.00E+00 4.70E-08 2.00E-09 1.37E-08 0.00E+00 1.57E-08 0.00E+00 0.00E+00 0.00E+00

1.43E-09 2.51E-08 5.95E-07 5.42E-09 8.00E-09 9.10E-08 1.10E-09 1.00E-07 2.00E-09 3.19E-08 1.01E-09 3.49E-08 5.48E-04 4.38E-10 2.51E-09

5.64E-08 4.41E-07 1.24E-07 5.12E-09 1.20E-08 9.10E-08 1.64E-08 1.19E-07 3.00E-09 3.19E-08 1.56E-08 5.05E-08 5.40E-04 2.62E-09 8.51E-08

0.00E+00 0.00E+00 0.00E+00 0.00E+00 8.00E-09 4.55E-08 0.00E+00 5.35E-08 2.00E-09 1.59E-08 0.00E+00 1.79E-08 0.00E+00 0.00E+00 0.00E+00

7.70E-07 4.54E-07 9.51E-06 1.82E-09 4.00E-09 1.20E-08 2.11E-09 1.81E-08 1.00E-09 4.20E-09 1.96E-09 7.16E-09 1.84E-04 1.30E-07 3.45E-08

4.66E-09 2.66E-08 6.14E-07 3.28E-09 8.00E-09 8.33E-09 5.33E-10 1.69E-08 2.00E-09 2.92E-09 4.90E-10 5.41E-09 3.31E-04 1.48E-09 3.68E-09

4.75E-09 1.92E-08 1.40E-07 3.15E-09 8.00E-09 8.36E-09 1.30E-09 1.77E-08 2.00E-09 2.93E-09 1.25E-09 6.17E-09 3.32E-04 2.21E-10 5.23E-08

0.00E+00 0.00E+00 0.00E+00 0.00E+00 8.00E-09 4.40E-09 0.00E+00 1.24E-08 2.00E-09 1.54E-09 0.00E+00 3.54E-09 0.00E+00 0.00E+00 0.00E+00

1.09E-09 2.47E-09 1.83E-07 1.11E-09 8.00E-09 3.94E-09 2.04E-10 1.21E-08 2.00E-09 1.38E-09 1.87E-10 3.57E-09 1.12E-04 3.37E-10 4.25E-10

8.04E-09 1.76E-07 1.40E-07 1.74E-08 1.20E-08 4.22E-08 1.00E-09 5.52E-08 3.00E-09 1.48E-08 9.21E-10 1.87E-08 1.76E-03 2.95E-09 1.68E-08

3.46E-08 1.94E-06 1.28E-07 9.35E-09 1.60E-08 4.21E-08 4.19E-08 1.00E-07 4.00E-09 1.48E-08 4.00E-08 5.88E-08 9.87E-04 1.60E-09 1.56E-07

9.09E-09 8.14E-07 4.22E-08 1.41E-08 1.20E-08 8.53E-08 1.83E-08 1.16E-07 3.00E-09 2.99E-08 1.75E-08 5.04E-08 1.49E-03 4.22E-10 2.34E-07

1.44E-08 2.23E-07 3.42E-07 1.40E-08 1.20E-08 4.21E-08 9.17E-10 5.50E-08 3.00E-09 1.47E-08 8.43E-10 1.86E-08 1.42E-03 3.26E-09 1.38E-08

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.20E-08 2.11E-08 0.00E+00 3.31E-08 3.00E-09 7.37E-09 0.00E+00 1.04E-08 0.00E+00 0.00E+00 0.00E+00

1.43E-08 2.43E-06 1.77E-07 1.65E-08 0.00E+00 0.00E+00 3.89E-09 3.89E-09 0.00E+00 0.00E+00 3.72E-09 3.72E-09 1.74E-03 6.63E-10 2.74E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00 0.00E+00

1.11E-08 1.68E-07 2.14E-07 8.22E-09 8.00E-09 4.68E-08 1.59E-09 5.64E-08 2.00E-09 1.64E-08 1.46E-09 1.99E-08 8.32E-04 2.53E-09 1.45E-08

1.31E-08 5.26E-07 7.39E-08 1.07E-08 1.20E-08 4.68E-08 3.85E-09 6.27E-08 3.00E-09 1.64E-08 3.68E-09 2.31E-08 1.13E-03 6.08E-10 1.77E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.12E-08 2.34E-08 0.00E+00 3.46E-08 2.79E-09 8.20E-09 0.00E+00 1.10E-08 0.00E+00 0.00E+00 0.00E+00

4.92E-08 3.34E-07 1.01E-05 0.00E+00 1.20E-08 4.68E-08 4.48E-09 6.33E-08 3.00E-09 1.64E-08 4.12E-09 2.35E-08 1.48E-03 3.44E-06 3.01E-07

4.74E-09 1.66E-07 2.78E-08 9.35E-09 1.20E-08 4.21E-08 4.63E-09 5.87E-08 3.00E-09 1.47E-08 4.43E-09 2.22E-08 9.88E-04 2.20E-10 1.56E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.20E-08 2.10E-08 0.00E+00 3.30E-08 3.00E-09 7.36E-09 0.00E+00 1.04E-08 0.00E+00 0.00E+00 0.00E+00

4.75E-09 1.67E-07 2.79E-08 9.36E-09 1.20E-08 4.21E-08 4.64E-09 5.87E-08 3.00E-09 1.47E-08 4.44E-09 2.22E-08 9.88E-04 2.21E-10 1.56E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.20E-08 2.10E-08 0.00E+00 3.30E-08 3.00E-09 7.36E-09 0.00E+00 1.04E-08 0.00E+00 0.00E+00 0.00E+00

4.73E-09 1.67E-07 2.78E-08 9.35E-09 1.20E-08 4.21E-08 4.65E-09 5.87E-08 3.00E-09 1.47E-08 4.45E-09 2.22E-08 9.87E-04 2.20E-10 1.55E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.20E-08 2.10E-08 0.00E+00 3.30E-08 3.00E-09 7.36E-09 0.00E+00 1.04E-08 0.00E+00 0.00E+00 0.00E+00

5.10E-09 1.82E-07 2.99E-08 8.26E-09 1.20E-08 4.21E-08 4.92E-09 5.90E-08 3.00E-09 1.47E-08 4.71E-09 2.24E-08 8.72E-04 2.37E-10 1.37E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.20E-08 2.10E-08 0.00E+00 3.30E-08 3.00E-09 7.36E-09 0.00E+00 1.04E-08 0.00E+00 0.00E+00 0.00E+00

6.97E-09 4.31E-08 1.31E-06 0.00E+00 1.20E-08 4.21E-08 1.03E-09 5.51E-08 3.00E-09 1.47E-08 9.50E-10 1.87E-08 7.05E-04 4.88E-07 1.44E-07

4.85E-09 1.91E-07 3.14E-08 9.32E-09 1.20E-08 4.23E-08 4.42E-09 5.87E-08 3.00E-09 1.48E-08 4.23E-09 2.20E-08 9.84E-04 2.25E-10 1.55E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.20E-08 2.11E-08 0.00E+00 3.31E-08 3.00E-09 7.40E-09 0.00E+00 1.04E-08 0.00E+00 0.00E+00 0.00E+00

7.24E-09 4.47E-08 1.47E-06 0.00E+00 1.20E-08 4.23E-08 1.07E-09 5.53E-08 3.00E-09 1.48E-08 9.86E-10 1.88E-08 7.42E-04 5.07E-07 1.51E-07

4.84E-09 1.87E-07 3.13E-08 9.33E-09 1.20E-08 4.23E-08 4.41E-09 5.87E-08 3.00E-09 1.48E-08 4.22E-09 2.20E-08 9.85E-04 2.25E-10 1.55E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.20E-08 2.11E-08 0.00E+00 3.31E-08 3.00E-09 7.40E-09 0.00E+00 1.04E-08 0.00E+00 0.00E+00 0.00E+00

7.24E-09 4.45E-08 1.47E-06 0.00E+00 1.20E-08 4.23E-08 1.07E-09 5.53E-08 3.00E-09 1.48E-08 9.87E-10 1.88E-08 7.41E-04 5.07E-07 1.51E-07

4.85E-09 1.94E-07 3.15E-08 9.31E-09 1.20E-08 4.23E-08 4.45E-09 5.87E-08 3.00E-09 1.48E-08 4.25E-09 2.20E-08 9.83E-04 2.25E-10 1.55E-07 MTens/Mile
1079

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.20E-08 2.11E-08 0.00E+00 3.31E-08 3.00E-09 7.40E-09 0.00E+00 1.04E-08 0.00E+00 0.00E+00 0.00E+00

7.24E-09 4.48E-08 1.47E-06 0.00E+00 1.20E-08 4.23E-08 1.07E-09 5.53E-08 3.00E-09 1.48E-08 9.85E-10 1.88E-08 7.42E-04 5.07E-07 1.51E-07

6.76E-09 3.95E-07 3.99E-08 9.42E-09 1.20E-08 4.23E-08 6.06E-09 6.03E-08 3.00E-09 1.48E-08 5.80E-09 2.36E-08 9.94E-04 3.14E-10 1.57E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.20E-08 2.11E-08 0.00E+00 3.31E-08 3.00E-09 7.40E-09 0.00E+00 1.04E-08 0.00E+00 0.00E+00 0.00E+00

6.77E-09 7.27E-08 1.71E-06 0.00E+00 1.20E-08 4.23E-08 8.98E-10 5.52E-08 3.00E-09 1.48E-08 8.25E-10 1.86E-08 7.60E-04 4.74E-07 1.55E-07

4.84E-09 1.86E-07 3.09E-08 9.31E-09 1.20E-08 4.23E-08 4.46E-09 5.87E-08 3.00E-09 1.48E-08 4.27E-09 2.21E-08 9.83E-04 2.25E-10 1.55E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.20E-08 2.11E-08 0.00E+00 3.31E-08 3.00E-09 7.39E-09 0.00E+00 1.04E-08 0.00E+00 0.00E+00 0.00E+00

7.21E-09 4.42E-08 1.45E-06 0.00E+00 1.20E-08 4.23E-08 1.07E-09 5.53E-08 3.00E-09 1.48E-08 9.83E-10 1.88E-08 7.39E-04 5.04E-07 1.51E-07

4.85E-09 1.83E-07 3.09E-08 9.32E-09 1.20E-08 4.23E-08 4.45E-09 5.87E-08 3.00E-09 1.48E-08 4.26E-09 2.20E-08 9.84E-04 2.25E-10 1.55E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.20E-08 2.11E-08 0.00E+00 3.31E-08 3.00E-09 7.39E-09 0.00E+00 1.04E-08 0.00E+00 0.00E+00 0.00E+00

7.21E-09 4.40E-08 1.44E-06 0.00E+00 1.20E-08 4.23E-08 1.07E-09 5.53E-08 3.00E-09 1.48E-08 9.84E-10 1.88E-08 7.38E-04 5.05E-07 1.50E-07

4.85E-09 1.88E-07 3.10E-08 9.31E-09 1.20E-08 4.23E-08 4.48E-09 5.87E-08 3.00E-09 1.48E-08 4.29E-09 2.21E-08 9.83E-04 2.25E-10 1.55E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.20E-08 2.11E-08 0.00E+00 3.31E-08 3.00E-09 7.39E-09 0.00E+00 1.04E-08 0.00E+00 0.00E+00 0.00E+00

7.21E-09 4.42E-08 1.45E-06 0.00E+00 1.20E-08 4.23E-08 1.07E-09 5.53E-08 3.00E-09 1.48E-08 9.83E-10 1.88E-08 7.39E-04 5.04E-07 1.51E-07

6.16E-09 3.20E-07 3.68E-08 9.37E-09 1.20E-08 4.23E-08 5.60E-09 5.99E-08 3.00E-09 1.48E-08 5.36E-09 2.31E-08 9.89E-04 2.86E-10 1.56E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.20E-08 2.11E-08 0.00E+00 3.31E-08 3.00E-09 7.39E-09 0.00E+00 1.04E-08 0.00E+00 0.00E+00 0.00E+00

6.88E-09 6.34E-08 1.61E-06 0.00E+00 1.20E-08 4.23E-08 9.49E-10 5.52E-08 3.00E-09 1.48E-08 8.73E-10 1.87E-08 7.53E-04 4.82E-07 1.54E-07

4.82E-09 1.92E-07 3.06E-08 9.29E-09 1.20E-08 4.23E-08 4.47E-09 5.87E-08 3.00E-09 1.48E-08 4.28E-09 2.21E-08 9.81E-04 2.24E-10 1.55E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.20E-08 2.11E-08 0.00E+00 3.31E-08 3.00E-09 7.39E-09 0.00E+00 1.04E-08 0.00E+00 0.00E+00 0.00E+00

7.21E-09 4.42E-08 1.45E-06 0.00E+00 1.20E-08 4.23E-08 1.07E-09 5.53E-08 3.00E-09 1.48E-08 9.83E-10 1.88E-08 7.39E-04 5.04E-07 1.51E-07

5.95E-09 3.14E-07 3.62E-08 8.48E-09 1.20E-08 4.23E-08 5.49E-09 5.97E-08 3.00E-09 1.48E-08 5.25E-09 2.30E-08 8.96E-04 2.76E-10 1.41E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.20E-08 2.11E-08 0.00E+00 3.31E-08 3.00E-09 7.39E-09 0.00E+00 1.04E-08 0.00E+00 0.00E+00 0.00E+00

6.90E-09 6.22E-08 1.60E-06 0.00E+00 1.20E-08 4.23E-08 9.57E-10 5.52E-08 3.00E-09 1.48E-08 8.80E-10 1.87E-08 7.36E-04 4.83E-07 1.50E-07

4.64E-09 2.07E-07 2.72E-08 8.78E-09 1.20E-08 4.21E-08 4.78E-09 5.89E-08 3.00E-09 1.47E-08 4.57E-09 2.23E-08 9.27E-04 2.16E-10 1.46E-07

4.66E-09 2.09E-07 2.73E-08 8.78E-09 1.20E-08 4.21E-08 4.80E-09 5.89E-08 3.00E-09 1.47E-08 4.59E-09 2.23E-08 9.27E-04 2.16E-10 1.46E-07

4.62E-09 2.05E-07 2.71E-08 8.76E-09 1.20E-08 4.21E-08 4.76E-09 5.88E-08 3.00E-09 1.47E-08 4.56E-09 2.23E-08 9.25E-04 2.15E-10 1.46E-07

4.98E-09 2.17E-07 2.93E-08 7.90E-09 1.20E-08 4.21E-08 5.05E-09 5.91E-08 3.00E-09 1.47E-08 4.83E-09 2.26E-08 8.34E-04 2.32E-10 1.31E-07

5.88E-09 3.71E-07 3.14E-08 9.46E-09 1.20E-08 4.21E-08 5.40E-09 5.95E-08 3.00E-09 1.48E-08 5.16E-09 2.29E-08 9.99E-04 2.73E-10 1.57E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.20E-08 2.11E-08 0.00E+00 3.31E-08 3.00E-09 7.38E-09 0.00E+00 1.04E-08 0.00E+00 0.00E+00 0.00E+00

7.05E-09 4.40E-08 1.37E-06 0.00E+00 1.20E-08 4.21E-08 1.04E-09 5.52E-08 3.00E-09 1.48E-08 9.60E-10 1.87E-08 7.32E-04 4.94E-07 1.49E-07

6.45E-09 3.80E-07 3.29E-08 9.52E-09 1.20E-08 4.21E-08 5.63E-09 5.98E-08 3.00E-09 1.48E-08 5.39E-09 2.31E-08 1.01E-03 3.00E-10 1.58E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.20E-08 2.11E-08 0.00E+00 3.31E-08 3.00E-09 7.38E-09 0.00E+00 1.04E-08 0.00E+00 0.00E+00 0.00E+00

6.88E-09 5.55E-08 1.47E-06 0.00E+00 1.20E-08 4.21E-08 9.81E-10 5.51E-08 3.00E-09 1.48E-08 9.02E-10 1.87E-08 7.38E-04 4.81E-07 1.50E-07

5.49E-09 2.88E-07 3.01E-08 9.46E-09 1.20E-08 4.21E-08 5.15E-09 5.93E-08 3.00E-09 1.48E-08 4.93E-09 2.27E-08 9.99E-04 2.55E-10 1.57E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.20E-08 2.11E-08 0.00E+00 3.31E-08 3.00E-09 7.38E-09 0.00E+00 1.04E-08 0.00E+00 0.00E+00 0.00E+00

7.02E-09 4.61E-08 1.39E-06 0.00E+00 1.20E-08 4.21E-08 1.03E-09 5.52E-08 3.00E-09 1.48E-08 9.51E-10 1.87E-08 7.34E-04 4.92E-07 1.50E-07

5.10E-09 2.56E-07 2.85E-08 9.35E-09 1.20E-08 4.21E-08 4.79E-09 5.89E-08 3.00E-09 1.48E-08 4.59E-09 2.23E-08 9.87E-04 2.37E-10 1.55E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.20E-08 2.11E-08 0.00E+00 3.31E-08 3.00E-09 7.38E-09 0.00E+00 1.04E-08 0.00E+00 0.00E+00 0.00E+00

7.04E-09 4.52E-08 1.38E-06 0.00E+00 1.20E-08 4.21E-08 1.04E-09 5.52E-08 3.00E-09 1.48E-08 9.55E-10 1.87E-08 7.34E-04 4.92E-07 1.50E-07

3.77E-09 1.24E-07 2.30E-08 9.27E-09 1.20E-08 4.21E-08 3.89E-09 5.80E-08 3.00E-09 1.48E-08 3.72E-09 2.15E-08 9.79E-04 1.75E-10 1.54E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.20E-08 2.11E-08 0.00E+00 3.31E-08 3.00E-09 7.38E-09 0.00E+00 1.04E-08 0.00E+00 0.00E+00 0.00E+00

7.08E-09 4.26E-08 1.36E-06 0.00E+00 1.20E-08 4.21E-08 1.05E-09 5.52E-08 3.00E-09 1.48E-08 9.69E-10 1.87E-08 7.29E-04 4.95E-07 1.49E-07

3.77E-09 1.21E-07 2.30E-08 9.27E-09 1.20E-08 4.21E-08 3.86E-09 5.80E-08 3.00E-09 1.48E-08 3.69E-09 2.14E-08 9.79E-04 1.75E-10 1.54E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.20E-08 2.11E-08 0.00E+00 3.31E-08 3.00E-09 7.38E-09 0.00E+00 1.04E-08 0.00E+00 0.00E+00 0.00E+00

7.08E-09 4.26E-08 1.36E-06 0.00E+00 1.20E-08 4.21E-08 1.05E-09 5.52E-08 3.00E-09 1.48E-08 9.69E-10 1.87E-08 7.29E-04 4.95E-07 1.49E-07

3.74E-09 1.18E-07 2.27E-08 9.28E-09 1.20E-08 4.21E-08 3.84E-09 5.80E-08 3.00E-09 1.48E-08 3.67E-09 2.14E-08 9.80E-04 1.73E-10 1.54E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.20E-08 2.11E-08 0.00E+00 3.31E-08 3.00E-09 7.38E-09 0.00E+00 1.04E-08 0.00E+00 0.00E+00 0.00E+00

7.08E-09 4.26E-08 1.36E-06 0.00E+00 1.20E-08 4.21E-08 1.05E-09 5.52E-08 3.00E-09 1.48E-08 9.69E-10 1.87E-08 7.29E-04 4.95E-07 1.49E-07

7.82E-09 6.38E-08 1.61E-07 1.38E-08 1.20E-08 4.22E-08 1.03E-09 5.52E-08 3.00E-09 1.48E-08 9.50E-10 1.87E-08 1.40E-03 2.07E-09 6.20E-09

0.00E+00 0.00E+00 0.00E+00 0.00E+00 1.20E-08 2.11E-08 0.00E+00 3.31E-08 3.00E-09 7.39E-09 0.00E+00 1.04E-08 0.00E+00 0.00E+00 0.00E+00

1.08E-08 1.11E-06 3.44E-08 1.20E-08 3.60E-08 8.14E-08 2.89E-08 1.46E-07 9.00E-09 2.85E-08 2.76E-08 6.51E-08 1.27E-03 5.01E-10 1.99E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.60E-08 4.07E-08 0.00E+00 7.67E-08 9.00E-09 1.43E-08 0.00E+00 2.33E-08 0.00E+00 0.00E+00 0.00E+00

1.28E-08 1.50E-07 2.70E-06 0.00E+00 3.60E-08 8.14E-08 1.87E-09 1.19E-07 9.00E-09 2.85E-08 1.72E-09 3.92E-08 1.01E-03 8.97E-07 2.05E-07

1.05E-08 1.23E-06 3.35E-08 1.15E-08 3.60E-08 8.14E-08 2.85E-08 1.46E-07 9.00E-09 2.85E-08 2.73E-08 6.47E-08 1.21E-03 4.87E-10 1.91E-07

1.08E-08 1.26E-06 3.45E-08 1.15E-08 3.60E-08 8.14E-08 3.02E-08 1.48E-07 9.00E-09 2.85E-08 2.89E-08 6.63E-08 1.21E-03 5.02E-10 1.91E-07

1.01E-08 1.11E-06 3.53E-08 1.29E-08 3.60E-08 8.11E-08 2.57E-08 1.43E-07 9.00E-09 2.84E-08 2.46E-08 6.20E-08 1.36E-03 4.67E-10 2.15E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.60E-08 4.10E-08 0.00E+00 7.70E-08 9.00E-09 1.43E-08 0.00E+00 2.33E-08 0.00E+00 0.00E+00 0.00E+00

1.29E-08 1.52E-07 2.83E-06 0.00E+00 3.60E-08 8.15E-08 1.88E-09 1.19E-07 9.00E-09 2.85E-08 1.73E-09 3.92E-08 1.01E-03 9.04E-07 2.07E-07

2.09E-08 2.25E-06 7.77E-08 1.44E-08 3.60E-08 8.21E-08 2.26E-08 1.41E-07 9.00E-09 2.87E-08 2.16E-08 5.94E-08 1.52E-03 9.72E-10 2.40E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.60E-08 4.09E-08 0.00E+00 7.69E-08 9.00E-09 1.43E-08 0.00E+00 2.33E-08 0.00E+00 0.00E+00 0.00E+00

1.29E-08 1.68E-07 3.10E-06 0.00E+00 3.60E-08 8.02E-08 1.84E-09 1.18E-07 9.00E-09 2.81E-08 1.69E-09 3.88E-08 1.05E-03 9.01E-07 2.15E-07 1080

8.02E-09 6.83E-07 2.80E-08 1.35E-08 3.60E-08 8.22E-08 1.55E-08 1.34E-07 9.00E-09 2.88E-08 1.48E-08 5.26E-08 1.43E-03 3.72E-10 2.25E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.60E-08 4.12E-08 0.00E+00 7.72E-08 9.00E-09 1.44E-08 0.00E+00 2.34E-08 0.00E+00 0.00E+00 0.00E+00

1.30E-08 1.51E-07 2.86E-06 0.00E+00 3.60E-08 8.22E-08 1.90E-09 1.20E-07 9.00E-09 2.88E-08 1.75E-09 3.95E-08 1.04E-03 9.12E-07 2.13E-07

9.64E-09 9.49E-07 3.76E-08 1.39E-08 3.60E-08 8.06E-08 1.98E-08 1.36E-07 9.00E-09 2.82E-08 1.89E-08 5.62E-08 1.47E-03 4.48E-10 2.31E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.60E-08 4.11E-08 0.00E+00 7.71E-08 9.00E-09 1.44E-08 0.00E+00 2.34E-08 0.00E+00 0.00E+00 0.00E+00

1.30E-08 1.76E-07 3.30E-06 0.00E+00 3.60E-08 8.05E-08 1.84E-09 1.18E-07 9.00E-09 2.82E-08 1.69E-09 3.89E-08 1.07E-03 9.08E-07 2.18E-07

9.15E-09 8.74E-07 3.42E-08 1.38E-08 3.60E-08 8.09E-08 1.88E-08 1.36E-07 9.00E-09 2.83E-08 1.80E-08 5.53E-08 1.45E-03 4.25E-10 2.29E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.60E-08 4.11E-08 0.00E+00 7.71E-08 9.00E-09 1.44E-08 0.00E+00 2.34E-08 0.00E+00 0.00E+00 0.00E+00

1.30E-08 1.65E-07 3.11E-06 0.00E+00 3.60E-08 8.08E-08 1.87E-09 1.19E-07 9.00E-09 2.83E-08 1.72E-09 3.90E-08 1.06E-03 9.10E-07 2.16E-07

3.13E-09 9.95E-06 1.16E-08 3.43E-08 3.60E-08 2.10E-07 1.64E-08 2.62E-07 9.00E-09 7.35E-08 1.57E-08 9.82E-08 3.62E-03 1.45E-10 5.70E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.60E-08 1.05E-07 0.00E+00 1.41E-07 9.00E-09 3.68E-08 0.00E+00 4.58E-08 0.00E+00 0.00E+00 0.00E+00

8.13E-09 2.36E-07 5.22E-06 0.00E+00 3.60E-08 2.10E-07 1.16E-09 2.47E-07 9.00E-09 7.35E-08 1.06E-09 8.36E-08 9.09E-04 2.02E-07 1.85E-07

1.00E-08 1.08E-06 3.27E-08 1.20E-08 3.60E-08 8.08E-08 2.51E-08 1.42E-07 9.00E-09 2.83E-08 2.40E-08 6.13E-08 1.27E-03 4.66E-10 2.00E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.60E-08 4.08E-08 0.00E+00 7.68E-08 9.00E-09 1.43E-08 0.00E+00 2.33E-08 0.00E+00 0.00E+00 0.00E+00

1.28E-08 1.55E-07 2.80E-06 0.00E+00 3.60E-08 8.07E-08 1.86E-09 1.19E-07 9.00E-09 2.82E-08 1.71E-09 3.90E-08 1.02E-03 8.98E-07 2.07E-07

8.51E-09 7.31E-07 3.39E-08 1.40E-08 3.60E-08 7.96E-08 1.49E-08 1.30E-07 9.00E-09 2.79E-08 1.42E-08 5.11E-08 1.48E-03 3.95E-10 2.33E-07

0.00E+00 0.00E+00 0.00E+00 0.00E+00 3.60E-08 4.09E-08 0.00E+00 7.69E-08 9.00E-09 1.43E-08 0.00E+00 2.33E-08 0.00E+00 0.00E+00 0.00E+00

2.99E-07 2.01E-06 2.50E-05 1.62E-08 2.00E-08 8.24E-08 1.03E-09 1.03E-07 5.00E-09 2.88E-08 9.43E-10 3.48E-08 1.64E-03 6.80E-08 9.49E-08

0.00E+00 0.00E+00 0.00E+00 0.00E+00 2.00E-08 4.14E-08 0.00E+00 6.14E-08 5.00E-09 1.45E-08 0.00E+00 1.95E-08 0.00E+00 0.00E+00 0.00E+00

1.15E-09 1.82E-08 5.48E-07 5.28E-09 8.00E-09 9.10E-08 1.12E-09 1.00E-07 2.00E-09 3.19E-08 1.03E-09 3.49E-08 5.34E-04 4.70E-10 3.24E-09

0.00E+00 0.00E+00 0.00E+00 0.00E+00 2.63E-08 5.50E-08 0.00E+00 8.13E-08 6.57E-09 1.93E-08 0.00E+00 2.58E-08 0.00E+00 0.00E+00 0.00E+00 1081
Operation-Related Annual Vehicle Fuel/Energy Usage Summary Existing - Baseline Year 2019
VMT Gallons Miles/Gal VMT Gallons Miles/Gal VMT Gallons Miles/Gal VMT kWh Miles/kWh Existing Baseline 284,999,873 12,421,204 22.94 25,473,771 3,074,054 8.29 676,576 116,984 5.78 2,572,479 874,658 2.94 Existing - Year 2045
VMT Gallons Miles/Gal VMT Gallons Miles/Gal VMT Gallons Miles/Gal VMT kWh Miles/kWh Existing Year 2045 254,915,559 7,993,867 31.89 22,372,357 2,593,587 8.63 504,183 58,283 8.65 35,930,601 9,315,923 3.86 Proposed Project (GP 2045)
VMT Gallons Miles/Gal VMT Gallons Miles/Gal VMT Gallons Miles/Gal VMT kWh Miles/kWh Proposed Project 409,356,200 12,836,953 31.89 35,926,654 4,164,912 8.63 809,643 93,595 8.65 57,699,162 14,959,976 3.86 Net Change
VMT Gallons Miles/Gal VMT Gallons Miles/Gal VMT Gallons Miles/Gal VMT kWh Miles/kWh From Existing Baseline 124,356,326 415,749 8.94 10,452,883 1,090,858 0.34 133,066 -23,390 2.87 55,126,683 14,085,318 0.92 From Existing 2045 154,440,641 4,843,086 0.00 13,554,297 1,571,325 0.00 305,460 35,311 0.00 21,768,561 5,644,054 0.00 Notes
* VMT with RTAC based on VMT data provided by Chen Ryan Transportation. ****VMT per year based on a conversion of VMT x 347 days per year to account for less travel on weekend, consistent with CARB statewide GHG emissions inventory methodology.

California Air Resources Board. 2008, October. Climate Change Proposed Scoping Plan: A Framework for Change.

Electricity
Year
Gas Diesel CNG
Gas Diesel CNG
CNG Electricity Year
VMT Scenario
Year
Gas Diesel
** Fuel consumption rates based on data obtained from EMFAC2021 Web Database, Version 1.0.2. https://arb.ca.gov/emfac/emissionsinventory/517d3e0c599c7b26ab4e9feca9c2424afa4526d9 CNG Electricity
VMT Scenario
VMT Scenario
VMT Scenario
Electricity
Gas Diesel
Year
1082
Existing Baseline Year 2019: VMT
Vehicle type Fleet percent VMT
LDA 51.24% 160,738,647
LDT1 4.08% 12,796,782
LDT2 18.14% 56,924,910
MDV 16.11% 50,529,803
LHD1 3.10% 9,722,985
LHD2 0.88% 2,745,914
MHD 1.39% 4,356,300
HHD 4.09% 12,843,538
OBUS 0.04% 126,474
UBUS 0.12% 377,195
MCY 0.38% 1,190,194
SBUS 0.09% 284,833
MH 0.19% 601,919
All Other Buses 0.03% 88,183
Motor Coach 0.01% 39,238
PTO 0.11% 355,786
100% 313,722,700
Vehicle type Gas percent Diesel percent CNG percent Electricity percent
LDA 98.12% 0.37% 0.00% 1.52%
LDT1 99.93% 0.04% 0.00% 0.03%
LDT2 99.64% 0.28% 0.00% 0.08%
MDV 98.13% 1.70% 0.00% 0.17%
LHD1 52.50% 47.50% 0.00% 0.00%
LHD2 26.35% 73.65% 0.00% 0.00%
MHD 9.07% 90.25% 0.68% 0.00% << Equal to T6 (https://www.arb.ca.gov/msei/downloads/emfac2014/emfac2014-vol3-technical-documentation-052015.pdf) HHD 0.04% 97.45% 2.50% 0.00% << Equal to T7 (https://www.arb.ca.gov/msei/downloads/emfac2014/emfac2014-vol3-technical-documentation-052015.pdf) OBUS 49.81% 46.19% 3.99% 0.00% << OBUS (https://www.arb.ca.gov/msei/downloads/emfac2014/emfac2014-vol3-technical-documentation-052015.pdf) UBUS 37.30% 0.06% 62.63% 0.01%
MCY 100.00% 0.00% 0.00% 0.00%
SBUS 42.87% 31.25% 25.88% 0.00%
MH 74.48% 25.52% 0.00% 0.00%
All Other Buses 0.00% 88.50% 11.50% 0.00%
Motor Coach 0.00% 100.00% 0.00% 0.00%
PTO 0.00% 100.00% 0.00% 0.00%
VMT mpg Gallons VMT mpg Gallons VMT mpg Gallons VMT m/kWh kWh LDA 157,711,170 27.60 5,714,697 589,677 41.88 14,079 0 0 0 2,437,801 2.93 833,331 LDT1 12,788,279 22.87 559,225 4,835 24.49 197 0 0 0 3,667 2.60 1,412 LDT2 56,722,317 21.66 2,618,414 158,132 30.18 5,240 0 0 0 44,461 3.25 13,690 MDV 49,585,097 17.83 2,780,668 858,179 22.56 38,036 0 0 0 86,528 3.30 26,225 LHD1 5,104,867 11.94 427,591 4,618,118 20.29 227,558 0 0 0 0 0.00 0 LHD2 723,600 11.06 65,447 2,022,314 16.71 121,013 0 0 0 0 0.00 0 MHD 394,930 4.88 80,850 3,931,643 8.88 442,962 29,727 0 0 0 0.00 0 HHD 5,300 3.49 1,517 12,516,536 5.96 2,099,522 321,701 5.75 55,923 0 0.00 0 OBUS 63,001 4.91 12,843 58,422 8.16 7,158 5,051 0 0 0 0.00 0 UBUS 140,702 5.63 24,981 232 11.26 21 236,239 3.94 60,023 23 0.49 0 MCY 1,190,194 41.28 28,833 0 0.00 0 0 0 0 0 0.00 0
SBUS 122,096 8.59 14,222 89,017 7.28 12,223 73,720 0 0 0 0.00 0 MH 448,321 4.88 91,916 153,599 10.38 14,801 0 0 0 0 0.00 0 All Other Buses 0 0 0 78,044 9.43 8,275 10,139 10 1,038 0 0.00 0 Motor Coach 0 0 0 39,238 5.64 6,959 0 0 0 0 0.00 0
PTO 0 0 0 355,786 4.68 76,009 0 0 0 0 0.00 0
284,999,873 12,421,204 25,473,771 3,074,054 676,576 116,984 2,572,479 874,658 Vehicle type Gasoline Diesel CNG Electricity
1083
Existing Year 2045: VMT
Vehicle type Fleet percent VMT
LDA 48.22% 151,265,217
LDT1 2.76% 8,664,897
LDT2 23.40% 73,400,685
MDV 13.94% 43,743,668
LHD1 2.38% 7,475,837
LHD2 0.61% 1,923,604
MHD 1.84% 5,780,800
HHD 6.16% 19,318,553
OBUS 0.02% 61,460
UBUS 0.14% 433,275
MCY 0.25% 791,831
SBUS 0.06% 187,318
MH 0.05% 169,466
All Other Buses 0.03% 84,381
Motor Coach 0.01% 34,881
PTO 0.12% 386,828
100% 313,722,700
Vehicle type Gas percent Diesel percent CNG percent Electricity percent
LDA 86.90% 0.05% 0.00% 13.05%
LDT1 96.03% 0.00% 0.00% 3.97%
LDT2 95.70% 0.36% 0.00% 3.94%
MDV 93.59% 1.02% 0.00% 5.39%
LHD1 33.13% 22.88% 0.00% 43.98%
LHD2 15.26% 43.21% 0.00% 41.53%
MHD 2.89% 47.19% 0.83% 49.08% << Equal to T6 (https://www.arb.ca.gov/msei/downloads/emfac2014/emfac2014-vol3-technical-documentation-052015.pdf) HHD 0.00% 82.34% 1.97% 15.69% << Equal to T7 (https://www.arb.ca.gov/msei/downloads/emfac2014/emfac2014-vol3-technical-documentation-052015.pdf) OBUS 15.86% 55.47% 10.53% 18.15% <<OBUS (https://www.arb.ca.gov/msei/downloads/emfac2014/emfac2014-vol3-technical-documentation-052015.pdf) UBUS 15.20% 0.00% 0.00% 84.80%
MCY 100.00% 0.00% 0.00% 0.00%
SBUS 24.39% 9.94% 26.96% 38.71%
MH 62.87% 37.13% 0.00% 0.00%
All Other Buses 0.00% 77.46% 22.54% 0.00%
Motor Coach 0.00% 100.00% 0.00% 0.00%
PTO 0.00% 49.64% 0.00% 50.36%
VMT mpg Gallons VMT mpg Gallons VMT mpg Gallons VMT m/kWh kWh LDA 131,454,009 36.68 3,583,886 78,504 55.04 1,426 0 0 0 19,732,703 2.70 7,317,999 LDT1 8,320,916 31.68 262,692 95 29.92 3 0 0 0 343,886 2.79 123,194 LDT2 70,242,509 30.72 2,286,901 264,779 40.36 6,561 0 0 0 2,893,397 2.83 1,023,114 MDV 40,940,206 25.29 1,618,659 444,493 30.59 14,531 0 0 0 2,358,969 2.77 851,616 LHD1 2,476,985 17.18 144,208 1,710,638 21.87 78,203 0 0 0 3,288,214 1.77 0 LHD2 293,602 15.31 19,182 831,108 18.58 44,728 0 0 0 798,893 1.77 0 MHD 167,062 6.03 27,721 2,728,091 9.95 274,219 48,200 0 0 2,837,447 0.95 0 HHD 580 5.23 111 15,906,757 7.51 2,117,579 379,986 6.72 56,570 3,031,231 0.56 0 OBUS 9,749 5.92 1,648 34,090 9.29 3,671 6,469 0 0 11,153 0.00 0 UBUS 65,876 16.06 4,101 0 0.00 0 0 0.00 0 367,399 0.50 0 MCY 791,831 43.58 18,170 0 0.00 0 0 0 0 0 0.00 0
SBUS 45,683 9.56 4,781 18,613 8.36 2,227 50,507 0 0 72,515 0.86 0 MH 106,550 4.89 21,808 62,915 10.29 6,116 0 0 0 0 0.00 0 All Other Buses 0 0 0 65,359 10.75 6,081 19,022 11 1,714 0 0.00 0 Motor Coach 0 0 0 34,881 6.55 5,328 0 0 0 0 0.00 0
PTO 0 0 0 192,035 5.83 32,913 0 0 0 194,792 0.48 0
254,915,559 7,993,867 22,372,357 2,593,587 504,183 58,283 35,930,601 9,315,923 Electricity Vehicle type Gasoline Diesel CNG
1084
Proposed Project Year 2045 (General Plan 2045): VMT
Vehicle type Fleet percent VMT
LDA 48.22% 242,909,278
LDT1 2.76% 13,914,526
LDT2 23.40% 117,870,504
MDV 13.94% 70,245,778
LHD1 2.38% 12,005,074
LHD2 0.61% 3,089,019
MHD 1.84% 9,283,098
HHD 6.16% 31,022,703
OBUS 0.02% 98,696
UBUS 0.14% 695,775
MCY 0.25% 1,271,562
SBUS 0.06% 300,805
MH 0.05% 272,137
All Other Buses 0.03% 135,503
Motor Coach 0.01% 56,013
PTO 0.12% 621,187
100% 503,791,659
Vehicle type Gas percent Diesel percent CNG percent Electricity percent
LDA 86.90% 0.05% 0.00% 13.05%
LDT1 96.03% 0.00% 0.00% 3.97%
LDT2 95.70% 0.36% 0.00% 3.94%
MDV 93.59% 1.02% 0.00% 5.39%
LHD1 33.13% 22.88% 0.00% 43.98%
LHD2 15.26% 43.21% 0.00% 41.53%
MHD 2.89% 47.19% 0.83% 49.08% << Equal to T6 (https://www.arb.ca.gov/msei/downloads/emfac2014/emfac2014-vol3-technical-documentation-052015.pdf) HHD 0.00% 82.34% 1.97% 15.69% << Equal to T7 (https://www.arb.ca.gov/msei/downloads/emfac2014/emfac2014-vol3-technical-documentation-052015.pdf) OBUS 15.86% 55.47% 10.53% 18.15% << OBUS (https://www.arb.ca.gov/msei/downloads/emfac2014/emfac2014-vol3-technical-documentation-052015.pdf) UBUS 15.20% 0.00% 0.00% 84.80%
MCY 100.00% 0.00% 0.00% 0.00%
SBUS 24.39% 9.94% 26.96% 38.71%
MH 62.87% 37.13% 0.00% 0.00%
All Other Buses 0.00% 77.46% 22.54% 0.00%
Motor Coach 0.00% 100.00% 0.00% 0.00%
PTO 0.00% 49.64% 0.00% 50.36%
VMT mpg Gallons VMT mpg Gallons VMT mpg Gallons VMT m/kWh kWh LDA 211,095,446 36.68 5,755,184 126,066 55.04 2,291 0 0 0 31,687,765 2.70 11,751,610 LDT1 13,362,144 31.68 421,843 153 29.92 5 0 0 0 552,229 2.79 197,831 LDT2 112,798,947 30.72 3,672,420 425,195 40.36 10,536 0 0 0 4,646,362 2.83 1,642,967 MDV 65,743,838 25.29 2,599,324 713,789 30.59 23,334 0 0 0 3,788,151 2.77 1,367,568 LHD1 3,977,667 17.18 231,576 2,747,028 21.87 125,583 0 0 0 5,280,379 1.77 0 LHD2 471,481 15.31 30,804 1,334,635 18.58 71,827 0 0 0 1,282,903 1.77 0 MHD 268,276 6.03 44,516 4,380,905 9.95 440,355 77,402 0 0 4,556,516 0.95 0 HHD 931 5.23 178 25,543,868 7.51 3,400,515 610,200 6.72 90,843 4,867,703 0.56 0 OBUS 15,655 5.92 2,646 54,743 9.29 5,895 10,388 0 0 17,910 0.00 0 UBUS 105,787 16.06 6,586 0 0.00 0 0 0.00 0 589,988 0.50 0 MCY 1,271,562 43.58 29,179 0 0.00 0 0 0 0 0 0.00 0
SBUS 73,361 9.56 7,677 29,889 8.36 3,576 81,106 0 0 116,449 0.86 0 MH 171,104 4.89 35,021 101,033 10.29 9,822 0 0 0 0 0.00 0 All Other Buses 0 0 0 104,957 10.75 9,766 30,546 11 2,752 0 0.00 0 Motor Coach 0 0 0 56,013 6.55 8,555 0 0 0 0 0.00 0
PTO 0 0 0 308,380 5.83 52,853 0 0 0 312,807 0.48 0
409,356,200 12,836,953 35,926,654 4,164,912 809,643 93,595 57,699,162 14,959,976 Electricity Vehicle type Gasoline Diesel CNG
1085
VMT/day Gallons/day Miles/gallon VMT/day Gallons/day Miles/gallon VMT/day Gallons/day Miles/gallonVMT/day kWh/day Miles/kWh All other buses 0 0 0.00 10,137 1,075 9.43 1,317 135 9.77 0 0 0.00 LDA 20,485,308 742,289 27.60 76,594 1,829 41.88 0 0 0.00 316,649 108,242 2.93 LDT1 1,661,086 72,639 22.87 628 26 24.49 0 0 0.00 476 183 2.60 LDT2 7,367,735 340,109 21.66 20,540 681 30.18 0 0 0.00 5,775 1,778 3.25 LHD1 663,078 55,540 11.94 599,853 29,558 20.29 0 0 0.00 0 0 0.00 LHD2 93,989 8,501 11.06 262,681 15,719 16.71 0 0 0.00 0 0 0.00 MCY 154,596 3,745 41.28 0 0 0.00 0 0 0.00 0 0 0.00
MDV 6,440,672 361,185 17.83 111,470 4,941 22.56 0 0 0.00 11,239 3,406 3.30 MH 58,233 11,939 4.88 19,951 1,922 10.38 0 0 0.00 0 0 0.00 Motor coach 0 0 0.00 5,097 904 5.64 0 0 0.00 0 0 0.00
OBUS 16,428 3,349 4.91 0 0 0.00 0 0 0.00 0 0 0.00
PTO 0 0 0.00 46,214 9,873 4.68 0 0 0.00 0 0 0.00
SBUS 15,859 1,847 8.59 11,563 1,588 7.28 9,576 2,361 4.06 0 0 0.00 T6 51,298 10,502 4.88 510,686 57,537 8.88 3,861 438 8.81 0 0 0.00 T7 688 197 3.49 1,625,789 272,710 5.96 41,786 7,264 5.75 0 0 0.00 UBUS 18,276 3,245 5.63 30 3 11.26 30,685 7,796 3.94 3 6 0.49 Total 37,027,247 1,615,087 22.93 3,301,233 398,363 8.29 87,225 17,995 4.85 334,143 113,616 2.94 Source: EMFAC2021 (v1.0.2) Emissions Inventory
Region Type: Sub-Area
Region: Riverside (SC)
Calendar Year: 2019
Season: Annual
Vehicle Classification: EMFAC202x Categories
Units: miles/day for CVMT and EVMT, trips/day for Trips, kWh/day for Energy Consumption, tons/day for Emissions, 1000 gallons/day for Fuel Consumption Region Calendar Year Vehicle Category Model Year Speed Fuel Population Total VMT CVMT EVMT Trips Fuel Consumption Energy Consumption Riverside (SC) 2019 All Other Buses Aggregate Aggregate Diesel 208.3349609 10137.17451 10137.17451 0 1854.181 1.074884091 0 Riverside (SC) 2019 All Other Buses Aggregate Aggregate Natural Gas 20.31923405 1316.989021 1316.989021 0 180.8412 0.134822227 0 Riverside (SC) 2019 LDA Aggregate Aggregate Gasoline 475839.6385 20289766.96 20289766.96 0 2241307 735.8204521 0 Riverside (SC) 2019 LDA Aggregate Aggregate Diesel 1899.967093 76593.90777 76593.90777 0 8694.823 1.828795111 0 Riverside (SC) 2019 LDA Aggregate Aggregate Electricity 4471.112672 149964.7737 0 149964.8 22676.5 0 57898.77993 Riverside (SC) 2019 LDA Aggregate Aggregate Plug-in Hybrid 7097.38712 362225.3813 195541.0903 166684.3 29347.7 6.468968858 50343.62387 Riverside (SC) 2019 LDT1 Aggregate Aggregate Gasoline 46765.34795 1661078.377 1661078.377 0 203793.3 72.63826287 0 Riverside (SC) 2019 LDT1 Aggregate Aggregate Diesel 31.82381996 628.0422794 628.0422794 0 100.3007 0.025643578 0 Riverside (SC) 2019 LDT1 Aggregate Aggregate Electricity 19.22518013 469.8365772 0 469.8366 87.94872 0 181.3956965 Riverside (SC) 2019 LDT1 Aggregate Aggregate Plug-in Hybrid 0.272685855 14.26208366 7.728218549 6.533865 1.127556 0.000256821 1.973422004 Riverside (SC) 2019 LDT2 Aggregate Aggregate Gasoline 176122.0726 7361640.798 7361640.798 0 825695.7 339.9063854 0 Riverside (SC) 2019 LDT2 Aggregate Aggregate Diesel 436.7618952 20539.96241 20539.96241 0 2123.642 0.68065631 0 Riverside (SC) 2019 LDT2 Aggregate Aggregate Electricity 11.34740185 404.3923381 0 404.3923 58.89302 0 156.1288188 Riverside (SC) 2019 LDT2 Aggregate Aggregate Plug-in Hybrid 207.3229349 11465.07498 6094.393014 5370.682 857.2803 0.202803483 1622.106025 Riverside (SC) 2019 LHD1 Aggregate Aggregate Gasoline 19394.39179 663077.8331 663077.8331 0 288947.5 55.540305 0 Riverside (SC) 2019 LHD1 Aggregate Aggregate Diesel 15926.27685 599853.3341 599853.3341 0 200332.5 29.5578622 0 Riverside (SC) 2019 LHD2 Aggregate Aggregate Gasoline 2656.122338 93989.36526 93989.36526 0 39572.27 8.50100197 0 Riverside (SC) 2019 LHD2 Aggregate Aggregate Diesel 6769.700352 262680.9269 262680.9269 0 85154.31 15.71855766 0 Riverside (SC) 2019 MCY Aggregate Aggregate Gasoline 25055.52838 154595.7773 154595.7773 0 50111.06 3.745113821 0 Riverside (SC) 2019 MDV Aggregate Aggregate Gasoline 163466.8978 6427632.001 6427632.001 0 755020.5 360.745131 0 Riverside (SC) 2019 MDV Aggregate Aggregate Diesel 2568.894843 111469.9276 111469.9276 0 12327.93 4.94052791 0 Riverside (SC) 2019 MDV Aggregate Aggregate Electricity 5.649260859 140.7680375 0 140.768 26.20457 0 54.34808069 Riverside (SC) 2019 MDV Aggregate Aggregate Plug-in Hybrid 472.8485082 24138.80066 13040.3889 11098.41 1955.229 0.439466231 3352.051137 Riverside (SC) 2019 MH Aggregate Aggregate Gasoline 6402.441373 58232.95353 58232.95353 0 640.5002 11.93903846 0 Riverside (SC) 2019 MH Aggregate Aggregate Diesel 2164.987325 19951.14185 19951.14185 0 216.4987 1.922474509 0 Riverside (SC) 2019 Motor Coach Aggregate Aggregate Diesel 37.82542614 5096.688488 5096.688488 0 869.2283 0.903953929 0 Riverside (SC) 2019 OBUS Aggregate Aggregate Gasoline 445.504709 16427.86994 16427.86994 0 8913.658 3.34893693 0 Riverside (SC) 2019 PTO Aggregate Aggregate Diesel 0 46213.50061 46213.50061 0 0 9.872860001 0 Riverside (SC) 2019 SBUS Aggregate Aggregate Gasoline 422.1299909 15859.26942 15859.26942 0 1688.52 1.847288945 0 Riverside (SC) 2019 SBUS Aggregate Aggregate Diesel 522.8354136 11562.50573 11562.50573 0 7570.657 1.587692585 0 Riverside (SC) 2019 SBUS Aggregate Aggregate Natural Gas 371.1768314 9575.528072 9575.528072 0 5374.641 2.361226513 0 Riverside (SC) 2019 T6 CAIRP Class 4 Aggregate Aggregate Diesel 4.072125535 268.1344205 268.1344205 0 93.57744 0.029764427 0 Riverside (SC) 2019 T6 CAIRP Class 5 Aggregate Aggregate Diesel 5.433664441 367.8322079 367.8322079 0 124.8656 0.040529696 0 Riverside (SC) 2019 T6 CAIRP Class 6 Aggregate Aggregate Diesel 14.81454259 961.1560831 961.1560831 0 340.4382 0.104891949 0 Riverside (SC) 2019 T6 CAIRP Class 7 Aggregate Aggregate Diesel 28.35254205 6022.664692 6022.664692 0 651.5414 0.615885329 0 Riverside (SC) 2019 T6 CAIRP Class 7 Aggregate Aggregate Natural Gas 0.027424867 6.192080887 6.192080887 0 0.630223 0.000597352 0 Riverside (SC) 2019 T6 Instate Delivery Class 4 Aggregate Aggregate Diesel 442.1598039 13806.884 13806.884 0 6309.62 1.567021306 0 Riverside (SC) 2019 T6 Instate Delivery Class 4 Aggregate Aggregate Natural Gas 0.758301169 25.32393971 25.32393971 0 10.82096 0.003000797 0 Riverside (SC) 2019 T6 Instate Delivery Class 5 Aggregate Aggregate Diesel 382.2706228 13216.64923 13216.64923 0 5455.002 1.515060471 0 Riverside (SC) 2019 T6 Instate Delivery Class 5 Aggregate Aggregate Natural Gas 0.692567672 23.63003813 23.63003813 0 9.882941 0.00276627 0 Riverside (SC) 2019 T6 Instate Delivery Class 6 Aggregate Aggregate Diesel 1170.777704 38132.71792 38132.71792 0 16707 4.247816971 0 Riverside (SC) 2019 T6 Instate Delivery Class 6 Aggregate Aggregate Natural Gas 4.140172515 137.7665658 137.7665658 0 59.08026 0.016362788 0 Riverside (SC) 2019 T6 Instate Delivery Class 7 Aggregate Aggregate Diesel 167.3683218 8789.386077 8789.386077 0 2388.346 0.950950223 0 Riverside (SC) 2019 T6 Instate Delivery Class 7 Aggregate Aggregate Natural Gas 1.89115188 105.2830812 105.2830812 0 26.98674 0.011744788 0 Riverside (SC) 2019 T6 Instate Other Class 4 Aggregate Aggregate Diesel 1616.970028 58358.31552 58358.31552 0 18692.17 6.639133593 0 Riverside (SC) 2019 T6 Instate Other Class 4 Aggregate Aggregate Natural Gas 1.757245508 77.94607934 77.94607934 0 20.31376 0.008966733 0 Riverside (SC) 2019 T6 Instate Other Class 5 Aggregate Aggregate Diesel 3388.619914 147422.2866 147422.2866 0 39172.45 16.81262499 0 Riverside (SC) 2019 T6 Instate Other Class 5 Aggregate Aggregate Natural Gas 6.204344778 277.7584027 277.7584027 0 71.72223 0.031632375 0 Riverside (SC) 2019 T6 Instate Other Class 6 Aggregate Aggregate Diesel 2614.387068 103062.1657 103062.1657 0 30222.31 11.60392033 0 Riverside (SC) 2019 T6 Instate Other Class 6 Aggregate Aggregate Natural Gas 5.484323334 240.771254 240.771254 0 63.39878 0.027691275 0 Riverside (SC) 2019 T6 Instate Other Class 7 Aggregate Aggregate Diesel 1231.916509 54180.8439 54180.8439 0 14240.95 6.101712093 0 Riverside (SC) 2019 T6 Instate Other Class 7 Aggregate Aggregate Natural Gas 15.98341046 1029.663009 1029.663009 0 184.7682 0.113749656 0 Riverside (SC) 2019 T6 Instate Tractor Class 6 Aggregate Aggregate Diesel 19.36795587 777.0150979 777.0150979 0 223.8936 0.087671067 0 Riverside (SC) 2019 T6 Instate Tractor Class 7 Aggregate Aggregate Diesel 404.2853799 23738.53492 23738.53492 0 4673.539 2.441493357 0 Riverside (SC) 2019 T6 Instate Tractor Class 7 Aggregate Aggregate Natural Gas 3.840383612 276.3663554 276.3663554 0 44.39483 0.030420111 0 Riverside (SC) 2019 T6 OOS Class 4 Aggregate Aggregate Diesel 2.349034614 154.6752499 154.6752499 0 53.98082 0.017169822 0 Riverside (SC) 2019 T6 OOS Class 5 Aggregate Aggregate Diesel 3.134448028 212.1866286 212.1866286 0 72.02962 0.023379844 0 Riverside (SC) 2019 T6 OOS Class 6 Aggregate Aggregate Diesel 8.545874391 554.4497312 554.4497312 0 196.3842 0.060507668 0 Riverside (SC) 2019 T6 OOS Class 7 Aggregate Aggregate Diesel 16.37118602 4031.538998 4031.538998 0 376.2099 0.412048665 0 Riverside (SC) 2019 T6 Public Class 4 Aggregate Aggregate Diesel 86.12784527 2695.741347 2695.741347 0 441.8358 0.319582381 0 Riverside (SC) 2019 T6 Public Class 4 Aggregate Aggregate Natural Gas 1.113245921 46.78975832 46.78975832 0 5.710952 0.005576118 0 Riverside (SC) 2019 T6 Public Class 5 Aggregate Aggregate Diesel 116.5048995 4269.234437 4269.234437 0 597.6701 0.507917798 0 Riverside (SC) 2019 T6 Public Class 5 Aggregate Aggregate Natural Gas 17.63511936 753.466431 753.466431 0 90.46816 0.087553651 0 Riverside (SC) 2019 T6 Public Class 6 Aggregate Aggregate Diesel 201.7946224 6219.075832 6219.075832 0 1035.206 0.745461647 0 Riverside (SC) 2019 T6 Public Class 6 Aggregate Aggregate Natural Gas 6.557182713 269.4709229 269.4709229 0 33.63835 0.031706154 0 Riverside (SC) 2019 T6 Public Class 7 Aggregate Aggregate Diesel 355.7746722 13237.81049 13237.81049 0 1825.124 1.584628882 0 Riverside (SC) 2019 T6 Public Class 7 Aggregate Aggregate Natural Gas 9.201246356 515.7880387 515.7880387 0 47.20239 0.058225456 0 Riverside (SC) 2019 T6 Utility Class 5 Aggregate Aggregate Diesel 170.765324 7049.356756 7049.356756 0 2185.796 0.761734793 0 Riverside (SC) 2019 T6 Utility Class 5 Aggregate Aggregate Natural Gas 0.776495335 32.30309843 32.30309843 0 9.93914 0.003551647 0 Riverside (SC) 2019 T6 Utility Class 6 Aggregate Aggregate Diesel 33.14012193 1323.095471 1323.095471 0 424.1936 0.144888068 0 Riverside (SC) 2019 T6 Utility Class 6 Aggregate Aggregate Natural Gas 0.363073487 15.19488969 15.19488969 0 4.647341 0.001634626 0 Riverside (SC) 2019 T6 Utility Class 7 Aggregate Aggregate Diesel 38.5583151 1834.455686 1834.455686 0 493.5464 0.201161613 0 ELEC
EMFAC Fuel Usage: Year 2019
Vehicle type GAS DSL NG
1086
Riverside (SC) 2019 T6 Utility Class 7 Aggregate Aggregate Natural Gas 0.540118659 27.55075522 27.55075522 0 6.913519 0.002906038 0 Riverside (SC) 2019 T6TS Aggregate Aggregate Gasoline 1421.462874 51297.92755 51297.92755 0 28440.63 10.50170922 0 Riverside (SC) 2019 T7 CAIRP Class 8 Aggregate Aggregate Diesel 1549.380665 331977.1715 331977.1715 0 35604.77 55.5929716 0 Riverside (SC) 2019 T7 CAIRP Class 8 Aggregate Aggregate Natural Gas 5.817582043 1296.59245 1296.59245 0 133.688 0.230924998 0 Riverside (SC) 2019 T7 NNOOS Class 8 Aggregate Aggregate Diesel 1434.68692 394661.0529 394661.0529 0 32969.11 65.99880297 0 Riverside (SC) 2019 T7 NOOS Class 8 Aggregate Aggregate Diesel 581.5576757 143301.8338 143301.8338 0 13364.2 24.13230747 0 Riverside (SC) 2019 T7 POLA Class 8 Aggregate Aggregate Diesel 1705.626206 227331.5951 227331.5951 0 27904.04 38.10077485 0 Riverside (SC) 2019 T7 POLA Class 8 Aggregate Aggregate Natural Gas 79.6766561 10624.17239 10624.17239 0 1303.51 1.934252726 0 Riverside (SC) 2019 T7 Public Class 8 Aggregate Aggregate Diesel 744.5349654 28725.59238 28725.59238 0 3819.464 5.047098 0 Riverside (SC) 2019 T7 Public Class 8 Aggregate Aggregate Natural Gas 96.87977586 5088.592007 5088.592007 0 496.9933 0.854567316 0 Riverside (SC) 2019 T7 Single Concrete/Transit M Aggregate Aggregate Diesel 1254.43242 87954.05123 87954.05123 0 11816.75 14.782823 0 Riverside (SC) 2019 T7 Single Concrete/Transit M Aggregate Aggregate Natural Gas 67.85521784 5532.370773 5532.370773 0 639.1962 0.909506051 0 Riverside (SC) 2019 T7 Single Dump Class 8 Aggregate Aggregate Diesel 1114.471496 68191.46853 68191.46853 0 10498.32 11.43848816 0 Riverside (SC) 2019 T7 Single Dump Class 8 Aggregate Aggregate Natural Gas 59.28693866 4670.844872 4670.844872 0 558.483 0.788614968 0 Riverside (SC) 2019 T7 Single Other Class 8 Aggregate Aggregate Diesel 1056.727952 62512.90192 62512.90192 0 9954.377 10.48597064 0 Riverside (SC) 2019 T7 Single Other Class 8 Aggregate Aggregate Natural Gas 48.92117077 3878.789038 3878.789038 0 460.8374 0.655872012 0 Riverside (SC) 2019 T7 SWCV Class 8 Aggregate Aggregate Diesel 100.5032932 6518.798629 6518.798629 0 462.3151 2.44029839 0 Riverside (SC) 2019 T7 SWCV Class 8 Aggregate Aggregate Natural Gas 68.7288551 4457.859559 4457.859559 0 316.1527 0.801084818 0 Riverside (SC) 2019 T7 Tractor Class 8 Aggregate Aggregate Diesel 2943.211406 269022.8981 269022.8981 0 42764.86 43.77067781 0 Riverside (SC) 2019 T7 Tractor Class 8 Aggregate Aggregate Natural Gas 60.34240463 6237.000901 6237.000901 0 876.7751 1.089103366 0 Riverside (SC) 2019 T7 Utility Class 8 Aggregate Aggregate Diesel 108.9706784 5591.766203 5591.766203 0 1394.825 0.919354585 0 Riverside (SC) 2019 T7IS Aggregate Aggregate Gasoline 21.13632953 688.4253412 688.4253412 0 422.8957 0.197050873 0 Riverside (SC) 2019 UBUS Aggregate Aggregate Gasoline 144.3465888 18275.95602 18275.95602 0 577.3864 3.244868476 0 Riverside (SC) 2019 UBUS Aggregate Aggregate Diesel 0.3117338 30.10971099 30.10971099 0 1.246935 0.002674589 0 Riverside (SC) 2019 UBUS Aggregate Aggregate Electricity 0.030745281 2.969621933 0 2.969622 0.122981 0 6.001613347 Riverside (SC) 2019 UBUS Aggregate Aggregate Natural Gas 248.9435626 30685.35112 30685.35112 0 995.7743 7.796468148 0 1087
VMT/day Gallons/day Miles/gallon VMT/day Gallons/day Miles/gallon VMT/day Gallons/day Miles/gallon VMT/day kWh/day Miles/kWh All other buses 0 0 0.00 10,929 1,017 10.75 3,181 287 11.10 0 0 0.00 LDA 21,979,996 599,250 36.68 13,126 239 55.04 0 0 0.00 3,299,441 1,223,619 2.70 LDT1 1,391,313 43,924 31.68 16 1 29.92 0 0 0.00 57,500 20,599 2.79 LDT2 11,745,021 382,385 30.72 44,273 1,097 40.36 0 0 0.00 483,796 171,072 2.83 LHD1 414,169 24,112 17.18 286,030 13,076 21.87 0 0 0.00 549,812 310,707 1.77 LHD2 49,092 3,207 15.31 138,967 7,479 18.58 0 0 0.00 133,580 75,517 1.77 MCY 132,400 3,038 43.58 0 0 0.00 0 0 0.00 0 0 0.00
MDV 6,845,478 270,651 25.29 74,322 2,430 30.59 0 0 0.00 394,436 142,396 2.77 MH 17,816 3,646 4.89 10,520 1,023 10.29 0 0 0.00 0 0 0.00 Motor coach 0 0 0.00 5,832 891 6.55 0 0 0.00 0 0 0.00
OBUS 4,793 810 5.92 0 0 0.00 0 0 0.00 5,483 5,789 0.95
PTO 0 0 0.00 32,110 5,503 5.83 0 0 0.00 32,571 67,471 0.48 SBUS 7,639 799 9.56 3,112 372 8.36 8,445 1,811 4.66 12,125 14,020 0.86 T6 27,934 4,635 6.03 456,155 45,851 9.95 8,059 899 8.96 474,440 500,784 0.95 T7 97 19 5.23 2,659,717 354,074 7.51 63,536 9,459 6.72 506,842 910,980 0.56 UBUS 11,015 686 16.06 0 0 0.00 0 0 0.00 61,432 123,966 0.50 Total 42,626,763 1,337,163 31.88 3,735,109 433,051 8.63 83,221 12,456 6.68 6,011,457 3,566,918 1.69 Source: EMFAC2021 (v1.0.2) Emissions Inventory
Region Type: Sub-Area
Region: Riverside (SC)
Calendar Year: 2045
Season: Annual
Vehicle Classification: EMFAC202x Categories
Units: miles/day for CVMT and EVMT, trips/day for Trips, kWh/day for Energy Consumption, tons/day for Emissions, 1000 gallons/day for Fuel Consumption Region Calendar Year Vehicle Category Model Year Speed Fuel Population Total VMT CVMT EVMT Trips Fuel Consumption Energy Consumption Riverside (SC) 2045 All Other Buses Aggregate Aggregate Diesel 213.0503454 10928.51423 10928.51423 0 1896.148 1.016832271 0 Riverside (SC) 2045 All Other Buses Aggregate Aggregate Natural Gas 59.7198475 3180.5808 3180.5808 0 531.5066 0.286509111 0 Riverside (SC) 2045 LDA Aggregate Aggregate Gasoline 509882.6807 21566774.17 21566774.17 0 2368211 585.3929513 0 Riverside (SC) 2045 LDA Aggregate Aggregate Diesel 349.8405747 13126.41234 13126.41234 0 1546.165 0.238504296 0 Riverside (SC) 2045 LDA Aggregate Aggregate Electricity 68905.5869 2701747.214 0 2701747.214 324341.7 0 1043097.412 Riverside (SC) 2045 LDA Aggregate Aggregate Plug-in Hybrid 23839.06765 1010915.897 413222.125 597693.7717 98574.54 13.85691861 180521.3332 Riverside (SC) 2045 LDT1 Aggregate Aggregate Gasoline 34632.10893 1378229.577 1378229.577 0 156343.6 43.48243013 0 Riverside (SC) 2045 LDT1 Aggregate Aggregate Diesel 0.380295563 15.92326898 15.92326898 0 1.768296 0.000532117 0 Riverside (SC) 2045 LDT1 Aggregate Aggregate Electricity 970.2006641 38453.86724 0 38453.86724 4584.789 0 14846.36652 Riverside (SC) 2045 LDT1 Aggregate Aggregate Plug-in Hybrid 745.4141048 32129.72615 13083.60349 19046.12266 3082.287 0.44135929 5752.496709 Riverside (SC) 2045 LDT2 Aggregate Aggregate Gasoline 277860.8295 11616195.53 11616195.53 0 1285862 378.0249843 0 Riverside (SC) 2045 LDT2 Aggregate Aggregate Diesel 1050.615449 44272.77467 44272.77467 0 4887.952 1.097012084 0 Riverside (SC) 2045 LDT2 Aggregate Aggregate Electricity 10799.12809 296847.493 0 296847.493 51067.59 0 114607.6325 Riverside (SC) 2045 LDT2 Aggregate Aggregate Plug-in Hybrid 7433.560808 315773.4215 128825.4113 186948.0101 30737.77 4.36024418 56463.871 Riverside (SC) 2045 LHD1 Aggregate Aggregate Gasoline 12009.66815 414168.6108 414168.6108 0 178926.2 24.11248024 0 Riverside (SC) 2045 LHD1 Aggregate Aggregate Diesel 8758.016267 286030.1577 286030.1577 0 110164.8 13.07612821 0 Riverside (SC) 2045 LHD1 Aggregate Aggregate Electricity 12662.4412 549811.5698 0 549811.5698 177360.6 0 310706.5494 Riverside (SC) 2045 LHD2 Aggregate Aggregate Gasoline 1472.971045 49092.2567 49092.2567 0 21945.07 3.207392488 0 Riverside (SC) 2045 LHD2 Aggregate Aggregate Diesel 4537.908263 138966.902 138966.902 0 57081.18 7.478894321 0 Riverside (SC) 2045 LHD2 Aggregate Aggregate Electricity 3180.090734 133580.3338 0 133580.3338 42087.21 0 75517.41319 Riverside (SC) 2045 MCY Aggregate Aggregate Gasoline 24396.85271 132399.5029 132399.5029 0 48793.71 3.038188842 0 Riverside (SC) 2045 MDV Aggregate Aggregate Gasoline 170045.3305 6764250.161 6764250.161 0 775203.3 267.8621693 0 Riverside (SC) 2045 MDV Aggregate Aggregate Diesel 1900.815524 74322.17767 74322.17767 0 8598.673 2.429621427 0 Riverside (SC) 2045 MDV Aggregate Aggregate Electricity 10213.72312 276786.2049 0 276786.2049 48058.69 0 106862.3195 Riverside (SC) 2045 MDV Aggregate Aggregate Plug-in Hybrid 4855.492874 198877.5537 81228.20814 117649.3456 20077.46 2.788564302 35533.60887 Riverside (SC) 2045 MH Aggregate Aggregate Gasoline 1796.000777 17815.95675 17815.95675 0 179.6719 3.646498991 0 Riverside (SC) 2045 MH Aggregate Aggregate Diesel 1233.984798 10519.8828 10519.8828 0 123.3985 1.022669838 0 Riverside (SC) 2045 Motor Coach Aggregate Aggregate Diesel 45.92332952 5832.301835 5832.301835 0 1055.318 0.890811235 0 Riverside (SC) 2045 OBUS Aggregate Aggregate Gasoline 187.6852496 4793.177046 4793.177046 0 3755.206 0.810062835 0 Riverside (SC) 2045 OBUS Aggregate Aggregate Electricity 109.4970861 5483.4075 0 5483.4075 2190.818 0 5788.984331 Riverside (SC) 2045 PTO Aggregate Aggregate Diesel 0 32109.60355 32109.60355 0 0 5.503281961 0 Riverside (SC) 2045 PTO Aggregate Aggregate Electricity 0 32570.5637 0 32570.5637 0 0 67470.53399 Riverside (SC) 2045 SBUS Aggregate Aggregate Gasoline 199.0198208 7638.563692 7638.563692 0 796.0793 0.799386437 0 Riverside (SC) 2045 SBUS Aggregate Aggregate Diesel 148.2870568 3112.156038 3112.156038 0 2147.197 0.372299693 0 Riverside (SC) 2045 SBUS Aggregate Aggregate Electricity 448.7865621 12125.07552 0 12125.07552 5803.709 0 14020.2411 Riverside (SC) 2045 SBUS Aggregate Aggregate Natural Gas 405.4545835 8445.076566 8445.076566 0 5870.982 1.811133046 0 Riverside (SC) 2045 T6 CAIRP Class 4 Aggregate Aggregate Diesel 2.801033934 200.7099949 200.7099949 0 64.36776 0.019664775 0 Riverside (SC) 2045 T6 CAIRP Class 4 Aggregate Aggregate Electricity 3.694289954 283.1614177 0 283.1614177 84.89478 0 299.796184 Riverside (SC) 2045 T6 CAIRP Class 5 Aggregate Aggregate Diesel 3.444605706 275.8051205 275.8051205 0 79.15704 0.027011636 0 Riverside (SC) 2045 T6 CAIRP Class 5 Aggregate Aggregate Electricity 4.52536421 387.9794461 0 387.9794461 103.9929 0 410.7719136 Riverside (SC) 2045 T6 CAIRP Class 6 Aggregate Aggregate Diesel 15.61328682 717.4144022 717.4144022 0 358.7933 0.070504543 0 Riverside (SC) 2045 T6 CAIRP Class 6 Aggregate Aggregate Electricity 20.75051048 1017.073661 0 1017.073661 476.8467 0 1076.823266 Riverside (SC) 2045 T6 CAIRP Class 7 Aggregate Aggregate Diesel 40.7811822 8257.437247 8257.437247 0 937.1516 0.71090371 0 Riverside (SC) 2045 T6 CAIRP Class 7 Aggregate Aggregate Electricity 12.42017571 2616.71477 0 2616.71477 285.4156 0 2770.437827 Riverside (SC) 2045 T6 CAIRP Class 7 Aggregate Aggregate Natural Gas 0.026849503 5.43382181 5.43382181 0 0.617002 0.000492027 0 Riverside (SC) 2045 T6 Instate Delivery Class 4 Aggregate Aggregate Diesel 362.853826 11928.82114 11928.82114 0 5177.924 1.21873205 0 Riverside (SC) 2045 T6 Instate Delivery Class 4 Aggregate Aggregate Electricity 364.20934 12941.98729 0 12941.98729 5197.267 0 13649.54696 Riverside (SC) 2045 T6 Instate Delivery Class 4 Aggregate Aggregate Natural Gas 2.737735144 90.5895969 90.5895969 0 39.06748 0.010053373 0 Riverside (SC) 2045 T6 Instate Delivery Class 5 Aggregate Aggregate Diesel 346.9132096 11409.82078 11409.82078 0 4950.452 1.167313185 0 Riverside (SC) 2045 T6 Instate Delivery Class 5 Aggregate Aggregate Electricity 348.6190226 12398.08064 0 12398.08064 4974.793 0 13075.90404 Riverside (SC) 2045 T6 Instate Delivery Class 5 Aggregate Aggregate Natural Gas 2.570577178 85.31088645 85.31088645 0 36.68214 0.009455905 0 Riverside (SC) 2045 T6 Instate Delivery Class 6 Aggregate Aggregate Diesel 1003.798624 33002.69246 33002.69246 0 14324.21 3.370208458 0 Riverside (SC) 2045 T6 Instate Delivery Class 6 Aggregate Aggregate Electricity 1007.881684 35810.33242 0 35810.33242 14382.47 0 37768.14202 Riverside (SC) 2045 T6 Instate Delivery Class 6 Aggregate Aggregate Natural Gas 7.528174094 249.3258522 249.3258522 0 107.427 0.027653964 0 Riverside (SC) 2045 T6 Instate Delivery Class 7 Aggregate Aggregate Diesel 192.8815349 9771.289088 9771.289088 0 2752.42 0.991975163 0 Riverside (SC) 2045 T6 Instate Delivery Class 7 Aggregate Aggregate Electricity 111.5232046 6037.958894 0 6037.958894 1591.436 0 6368.064008 Riverside (SC) 2045 T6 Instate Delivery Class 7 Aggregate Aggregate Natural Gas 4.809136057 241.9405349 241.9405349 0 68.62637 0.026011503 0 Riverside (SC) 2045 T6 Instate Other Class 4 Aggregate Aggregate Diesel 1264.885008 48875.62666 48875.62666 0 14622.07 4.968087612 0 Riverside (SC) 2045 T6 Instate Other Class 4 Aggregate Aggregate Electricity 1270.91716 56204.40424 0 56204.40424 14691.8 0 59321.83674 Riverside (SC) 2045 T6 Instate Other Class 4 Aggregate Aggregate Natural Gas 9.471558337 373.1832099 373.1832099 0 109.4912 0.040694924 0 Riverside (SC) 2045 T6 Instate Other Class 5 Aggregate Aggregate Diesel 3201.819484 123627.56 123627.56 0 37013.03 12.57591735 0 Riverside (SC) 2045 T6 Instate Other Class 5 Aggregate Aggregate Electricity 3207.459277 141977.4976 0 141977.4976 37078.23 0 149852.419 Riverside (SC) 2045 T6 Instate Other Class 5 Aggregate Aggregate Natural Gas 23.51980127 932.2608003 932.2608003 0 271.8889 0.101442284 0 Riverside (SC) 2045 T6 Instate Other Class 6 Aggregate Aggregate Diesel 2241.121007 86505.0734 86505.0734 0 25907.36 8.792575036 0 Riverside (SC) 2045 T6 Instate Other Class 6 Aggregate Aggregate Electricity 2246.011333 99258.95258 0 99258.95258 25963.89 0 104764.4479 Riverside (SC) 2045 T6 Instate Other Class 6 Aggregate Aggregate Natural Gas 16.56598419 654.9274226 654.9274226 0 191.5028 0.071315249 0 Riverside (SC) 2045 T6 Instate Other Class 7 Aggregate Aggregate Diesel 1428.127742 56157.31714 56157.31714 0 16509.16 5.748269017 0 Riverside (SC) 2045 T6 Instate Other Class 7 Aggregate Aggregate Electricity 766.3027748 42103.92817 0 42103.92817 8858.46 0 44439.2639 Riverside (SC) 2045 T6 Instate Other Class 7 Aggregate Aggregate Natural Gas 35.99247227 1370.819559 1370.819559 0 416.073 0.152333353 0 Riverside (SC) 2045 T6 Instate Tractor Class 6 Aggregate Aggregate Diesel 13.51310044 634.0963847 634.0963847 0 156.2114 0.063788137 0 Riverside (SC) 2045 T6 Instate Tractor Class 6 Aggregate Aggregate Electricity 13.51650812 763.2961548 0 763.2961548 156.2508 0 805.6331259 Riverside (SC) 2045 T6 Instate Tractor Class 6 Aggregate Aggregate Natural Gas 0.099543098 4.797423431 4.797423431 0 1.150718 0.000509665 0 Riverside (SC) 2045 T6 Instate Tractor Class 7 Aggregate Aggregate Diesel 593.4024469 34350.46394 34350.46394 0 6859.732 3.142483185 0 Riverside (SC) 2045 T6 Instate Tractor Class 7 Aggregate Aggregate Electricity 115.0157497 8161.923929 0 8161.923929 1329.582 0 8614.633058 ELEC
EMFAC Fuel Usage: Year 2045
Vehicle type GAS DSL NG
1088
Riverside (SC) 2045 T6 Instate Tractor Class 7 Aggregate Aggregate Natural Gas 14.48366376 824.5480804 824.5480804 0 167.4312 0.085549393 0 Riverside (SC) 2045 T6 OOS Class 4 Aggregate Aggregate Diesel 3.810500797 279.1246702 279.1246702 0 87.56531 0.025653897 0 Riverside (SC) 2045 T6 OOS Class 5 Aggregate Aggregate Diesel 4.686212892 382.9088542 382.9088542 0 107.6892 0.035190441 0 Riverside (SC) 2045 T6 OOS Class 6 Aggregate Aggregate Diesel 21.22946384 1000.551791 1000.551791 0 487.8531 0.092153416 0 Riverside (SC) 2045 T6 OOS Class 7 Aggregate Aggregate Diesel 26.16866166 7275.255697 7275.255697 0 601.3558 0.598544466 0 Riverside (SC) 2045 T6 Public Class 4 Aggregate Aggregate Diesel 44.61653237 1526.652805 1526.652805 0 228.8828 0.162323679 0 Riverside (SC) 2045 T6 Public Class 4 Aggregate Aggregate Electricity 39.57795061 1566.872882 0 1566.872882 203.0349 0 1657.183918 Riverside (SC) 2045 T6 Public Class 4 Aggregate Aggregate Natural Gas 8.24868649 284.6897426 284.6897426 0 42.31576 0.033540419 0 Riverside (SC) 2045 T6 Public Class 5 Aggregate Aggregate Diesel 80.76983059 2766.450086 2766.450086 0 414.3492 0.296375628 0 Riverside (SC) 2045 T6 Public Class 5 Aggregate Aggregate Electricity 71.86627465 2845.543017 0 2845.543017 368.674 0 3009.553731 Riverside (SC) 2045 T6 Public Class 5 Aggregate Aggregate Natural Gas 17.01832263 574.9068522 574.9068522 0 87.304 0.068120384 0 Riverside (SC) 2045 T6 Public Class 6 Aggregate Aggregate Diesel 106.351412 3626.841404 3626.841404 0 545.5827 0.385659307 0 Riverside (SC) 2045 T6 Public Class 6 Aggregate Aggregate Electricity 92.866939 3660.859522 0 3660.859522 476.4074 0 3871.863249 Riverside (SC) 2045 T6 Public Class 6 Aggregate Aggregate Natural Gas 20.67215944 704.8096129 704.8096129 0 106.0482 0.083278234 0 Riverside (SC) 2045 T6 Public Class 7 Aggregate Aggregate Diesel 201.932943 8399.406537 8399.406537 0 1035.916 0.870548012 0 Riverside (SC) 2045 T6 Public Class 7 Aggregate Aggregate Electricity 142.7592327 6910.082373 0 6910.082373 732.3549 0 7308.364014 Riverside (SC) 2045 T6 Public Class 7 Aggregate Aggregate Natural Gas 39.24266536 1632.021321 1632.021321 0 201.3149 0.185756656 0 Riverside (SC) 2045 T6 Utility Class 5 Aggregate Aggregate Diesel 90.25823437 3580.109994 3580.109994 0 1155.305 0.357706987 0 Riverside (SC) 2045 T6 Utility Class 5 Aggregate Aggregate Electricity 124.2505037 5122.410363 0 5122.410363 1590.406 0 5417.654602 Riverside (SC) 2045 T6 Utility Class 5 Aggregate Aggregate Natural Gas 0.518829278 20.57946177 20.57946177 0 6.641015 0.002141639 0 Riverside (SC) 2045 T6 Utility Class 6 Aggregate Aggregate Diesel 17.06810781 676.8160691 676.8160691 0 218.4718 0.067627966 0 Riverside (SC) 2045 T6 Utility Class 6 Aggregate Aggregate Electricity 23.4744734 967.7826921 0 967.7826921 300.4733 0 1023.563515 Riverside (SC) 2045 T6 Utility Class 6 Aggregate Aggregate Natural Gas 0.098112201 3.890525834 3.890525834 0 1.255836 0.000404893 0 Riverside (SC) 2045 T6 Utility Class 7 Aggregate Aggregate Diesel 18.9546382 926.889312 926.889312 0 242.6194 0.092059976 0 Riverside (SC) 2045 T6 Utility Class 7 Aggregate Aggregate Electricity 26.11223156 1361.37886 0 1361.37886 334.2366 0 1439.845683 Riverside (SC) 2045 T6 Utility Class 7 Aggregate Aggregate Natural Gas 0.108956499 5.328015953 5.328015953 0 1.394643 0.000543237 0 Riverside (SC) 2045 T6TS Aggregate Aggregate Gasoline 738.2810957 27933.839 27933.839 0 14771.53 4.63517321 0 Riverside (SC) 2045 T6TS Aggregate Aggregate Electricity 623.2190344 32042.11589 0 32042.11589 12469.37 0 33838.26108 Riverside (SC) 2045 T7 CAIRP Class 8 Aggregate Aggregate Diesel 2551.326696 536934.0326 536934.0326 0 58629.49 71.93211781 0 Riverside (SC) 2045 T7 CAIRP Class 8 Aggregate Aggregate Electricity 714.4030208 155947.2735 0 155947.2735 16416.98 0 280312.9962 Riverside (SC) 2045 T7 CAIRP Class 8 Aggregate Aggregate Natural Gas 9.335484673 1964.599462 1964.599462 0 214.5294 0.308844347 0 Riverside (SC) 2045 T7 NNOOS Class 8 Aggregate Aggregate Diesel 2848.081761 822832.8969 822832.8969 0 65448.92 104.8043156 0 Riverside (SC) 2045 T7 NOOS Class 8 Aggregate Aggregate Diesel 1228.03631 298771.4702 298771.4702 0 28220.27 38.49071027 0 Riverside (SC) 2045 T7 POLA Class 8 Aggregate Aggregate Diesel 1978.211721 370390.5839 370390.5839 0 32363.54 51.03556349 0 Riverside (SC) 2045 T7 POLA Class 8 Aggregate Aggregate Electricity 362.1174592 67026.28868 0 67026.28868 5924.242 0 120417.2193 Riverside (SC) 2045 T7 POLA Class 8 Aggregate Aggregate Natural Gas 77.09130817 14430.52381 14430.52381 0 1261.214 2.018719678 0 Riverside (SC) 2045 T7 Public Class 8 Aggregate Aggregate Diesel 273.4351188 10472.81969 10472.81969 0 1402.722 1.641513634 0 Riverside (SC) 2045 T7 Public Class 8 Aggregate Aggregate Electricity 351.8103764 16704.03518 0 16704.03518 1804.787 0 30020.14442 Riverside (SC) 2045 T7 Public Class 8 Aggregate Aggregate Natural Gas 349.876768 14475.0335 14475.0335 0 1794.868 2.199084358 0 Riverside (SC) 2045 T7 Single Concrete/Transit M Aggregate Aggregate Diesel 646.8169969 42350.28164 42350.28164 0 6093.016 6.176786647 0 Riverside (SC) 2045 T7 Single Concrete/Transit M Aggregate Aggregate Electricity 835.1269358 59615.98572 0 59615.98572 7866.896 0 107217.8943 Riverside (SC) 2045 T7 Single Concrete/Transit M Aggregate Aggregate Natural Gas 50.52483189 3306.667596 3306.667596 0 475.9439 0.495945428 0 Riverside (SC) 2045 T7 Single Dump Class 8 Aggregate Aggregate Diesel 855.817157 41324.69312 41324.69312 0 8061.798 6.292234094 0 Riverside (SC) 2045 T7 Single Dump Class 8 Aggregate Aggregate Electricity 582.9403326 37448.64145 0 37448.64145 5491.298 0 67350.467 Riverside (SC) 2045 T7 Single Dump Class 8 Aggregate Aggregate Natural Gas 68.25941546 3275.260473 3275.260473 0 643.0037 0.523384784 0 Riverside (SC) 2045 T7 Single Other Class 8 Aggregate Aggregate Diesel 1297.553033 66262.50778 66262.50778 0 12222.95 9.973715397 0 Riverside (SC) 2045 T7 Single Other Class 8 Aggregate Aggregate Electricity 1014.022689 66967.24194 0 66967.24194 9552.094 0 120438.949 Riverside (SC) 2045 T7 Single Other Class 8 Aggregate Aggregate Natural Gas 101.8222347 5190.971065 5190.971065 0 959.1655 0.814622496 0 Riverside (SC) 2045 T7 SWCV Class 8 Aggregate Aggregate Diesel 3.344395844 217.043035 217.043035 0 15.38422 0.078688898 0 Riverside (SC) 2045 T7 SWCV Class 8 Aggregate Aggregate Electricity 83.83837286 5421.395132 0 5421.395132 385.6565 0 9746.945746 Riverside (SC) 2045 T7 SWCV Class 8 Aggregate Aggregate Natural Gas 121.6060982 7882.471763 7882.471763 0 559.3881 1.011695359 0 Riverside (SC) 2045 T7 Tractor Class 8 Aggregate Aggregate Diesel 7061.801018 466264.9493 466264.9493 0 102608 63.06836754 0 Riverside (SC) 2045 T7 Tractor Class 8 Aggregate Aggregate Electricity 1288.599573 94616.60086 0 94616.60086 18723.35 0 169913.3384 Riverside (SC) 2045 T7 Tractor Class 8 Aggregate Aggregate Natural Gas 197.8926084 13010.65041 13010.65041 0 2875.38 2.086583773 0 Riverside (SC) 2045 T7 Utility Class 8 Aggregate Aggregate Diesel 94.91673472 3895.662682 3895.662682 0 1214.934 0.579499545 0 Riverside (SC) 2045 T7 Utility Class 8 Aggregate Aggregate Electricity 62.51014344 2992.204817 0 2992.204817 800.1298 0 5377.528231 Riverside (SC) 2045 T7IS Aggregate Aggregate Gasoline 1.10608314 96.98952025 96.98952025 0 22.13051 0.018552714 0 Riverside (SC) 2045 T7IS Aggregate Aggregate Electricity 0.824867986 102.565411 0 102.565411 16.50396 0 184.1658642 Riverside (SC) 2045 UBUS Aggregate Aggregate Gasoline 119.3998058 11014.89224 11014.89224 0 477.5992 0.685709596 0 Riverside (SC) 2045 UBUS Aggregate Aggregate Electricity 462.6529387 61431.63505 0 61431.63505 1850.612 0 123965.7173 1089
We Can Model Regional Emissions, But Are the
Results Meaningful for CEQA?
Authors: AEP Climate Change Committee (Michael Hendrix, Dave Mitchell, Haseeb Qureshi, Jennifer Reed, Brian Schuster, Nicole Vermilion, and Rich Walters) On December 24, 2018, the California Supreme Court, Sierra Club v. County of Fresno (Friant Ranch, L.P.] (2018) 6 Cal.5th 502, Case No. S219783 (Friant Ranch), held that simply identifying that a project exceeds an emissions threshold is not sufficient to identify a project’s significant effect on the environment relative to the health effects of project emissions. The Court found that an EIR should make a reasonable effort to substantively connect a project’s criteria pollutant emissions to likely health consequences, or explain why it is not currently feasible to provide such an analysis. In 2019, there were several CEQA documents that included health effects modeling to provide additional analysis for projects with criteria air pollutant emissions that exceed a significance threshold. While it is technically possible to conduct this modeling, we argue that this additional layer of quantitative analysis may not always provide decision-makers and the public with additional meaningful information. It isthe air districts that are best suited to provide frameworks for how to identify health effects of regional criteria pollutant emissions under CEQA.

Introduction
Significance thresholds for regional criteria pollutants used by California air districts and lead agencies represent the maximum emissions from a project that are not expected to cause or contribute to an exceedance of the most stringent applicable national or state ambient air quality standard (AAQS). By analyzing the project’s emissions against these thresholds, the CEQA document assesses whether these emissions directly contribute to any regional or local exceedances of the applicable AAQS and exposure levels. The basis of the ruling in Friant Ranch was that the EIR did not provide a meaningful analysis of the adverse health effects that would be associated with the project’s criteria pollutant emissions, which were identified as being far above the relevant thresholds. The discussion of the adverse health effects in the EIR was general in nature and did not connect the levels of the pollutants that would be emitted by the project to adverse health effects.

The process of correlating project-related criteria pollutant emissions to health-based consequences is called a health impact assessment (HIA). An HIA involves two steps: 1) running a regional photochemical grid model (PGM) to estimate the small increases in concentrations of ozone and particulate matter (PM) in the region as a result of a project’s emissions of criteria and precursor pollutants; and 2) running the U.S. EPA Benefits Mapping and Analysis Program (BenMAP) to estimate the resulting health impacts from these increases in concentrations of ozone and PM.

Limitations of Regional-Scale Dispersion Models
It is technically feasible to conduct regional-scale criteria pollutant modeling for a development project.

Particulate matter (PM) can be divided into two categories: directly emitted PM and secondary PM.

Secondary PM, is formed via complex chemical reactions in the atmosphere between precursor chemicals such as sulfur oxides (SOx) and NOx, Ozone (O3) is a secondary pollutant formed from the oxidation of reactive organic gases (ROGs) and nitrogen oxides (NOx) in the presence of sunlight. Rates of ozone formation are a function of a variety of complex physical factors, including the presence of sunlight and precursor pollutants, natural topography, nearby structures that cause building downwash, atmospheric stability, and wind patterns.. Secondary formation of PM and ozone can occur far from the original emissions source from regional transport due to wind and topography (e.g. low-level jet stream). As such, modeling concentrations of secondary PM and ozone require photochemical grid models (PGMs), such as CMAQ and CAMx. These models have a much larger “grid” system and much lower resolution than localized dispersion modeling (e.g., AERMOD). For example, common grid cells in PGMs are 4x4 kilometers, while AERMOD can identify concentrations at the meter-level.
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Photochemical modeling also depends on all emission sources in the entire domain. Low resolution and spatial averaging produces “noise” and model uncertainty that can exceed a project’s specific emissions.

Additionally, regional-scale models are highly contingent upon background concentrations. Factors such as meteorology and topography greatly affect the certainty levels of predicted concentrations at receptor points. As a result, there are statistical ranges of uncertainty through all the modeling steps. Due to these factors, it is difficult to predict ground-level secondary PM and ozone concentrations associated with relatively small emission sources with a high degree of certainty. While it is possible to use a regional-scale model to predict these regional concentrations, when a project’s emissions are less than the regional model’s resolution, the resultant ambient air quality concentrations will be within the margin of uncertainty. In CEQA terms, this would fit the definition of “speculative”. Only when the scale of emissions would result in changes in ambient air quality beyond the model margin of uncertainty would the results not be “speculative” as defined by CEQA.

Identifying Health Effects due to Ambient Air Quality Changes BenMap is a model developed by the USEPA to understand the health effects from changes in ozone and PM concentrations. If there is an acceptable level of confidence that the results provided by the regional dispersion modeling are valid, then these concentrations can be translated into health outcomes using BenMap. The health outcomes in BenMap are based on changes in ambient air concentrations and the population exposed to these changes. Data provided by this analysis may indicate increased number of workdays lost to illness, hospital admissions (respiratory), emergency room visits (asthma), or mortality, among other health effects. These are called “health incidences.” Translating the incremental increase in PM and ozone concentrations to specific health effects is also subject to uncertainty. For example, regional models assign the same toxicity to PM regardless of the source of PM (such as road dust as exhaust), and thus potentially overpredict adverse health effects of PM. BenMap also assumes that health effects can occur at any concentration, including small incremental concentrations, and assumes that impacts seen at large concentration differences can be linearly scaled down to small increases in concentration, with no consideration of potential thresholds below which health impacts may not occur.

Additionally, BenMap is used for assessing impacts over large areas and populations and was not intended to be used for individual projects. For health incidences, the number of hospitalizations or increase in morbidity predicted by BenMap is greatly affected by the population characteristics.1 Small increases in emissions in an area with a high population have a much greater affect than large increases in emissions over an area with a small population. As a result, the same amount of emissions generated in an urban area could result in greater health consequences than if the same emissions occurred on the urban periphery, where fewer people may be affected. This will also depend on other factors including meteorology and photochemistry, as discussed above. Emissions in areas with conditions that favor high air dispersion or unfavorable ozone formation will likely have relatively lower effects on ambient air quality and health outcomes.

While BenMap provides additional statistical information about health consequences requested by the Court in the Friant Ranch decision, this information is only meaningful when presented with the full health context of the region or locality at hand. For example, if the BenMap analysis says that the project would result in two additional hospital admissions, this result alone is not useful unless one identifies how many hospital admissions are caused by poor air quality now (without the project) and how many hospital admissions occur 1 BenMap assigns prevalence rate for asthma and other health effects based on indicators such as gender, race, age, ethnicity, etc. The BenMap user manual specifically states that there are a wide range of variables that can be included in the health effect function. The health effect function was developed based on epidemiological studies, and specifically states that “there are a number of issues that arise when deriving and choosing between health effect functions that go well beyond this user manual. Hence, it is important to have a trained health researcher assist in developing the impact function data file.”
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overall (due to air quality and other causes). Because health is not solely influenced by ambient air quality, and has many factors that are highly variable across geographies and populations, there is an added level of uncertainty in using a generalized identification of health effects due to air quality conditions overlaid onto a specific diverse set of health conditions and other factors. Regardless of the uncertainty levels, if regional health effects are identified for a project, then the CEQA analysis needs to provide a full health baseline for decision-makers and the public to be able to understand the marginal change due to project criteria pollutant emissions. Given the margin of uncertainty at each step in the process (regional scale modeling, existing ambient air quality effects on health, population health conditions vulnerability, and marginal health effects of air pollution), the identification of marginal health effects due to individual projects using regional air quality modelling and tools such as BenMap are likely to be within the level of uncertainty and thus defined as “speculative” per CEQA.

The Role of Air Districts
Regional, community, multiscale air quality modeling conducted by the air districts for each individual air basin or locality within the air basin would be the most appropriate indictor of health effects for projects.

The AQMPs provide a forecast of regional emissions based on regional dispersion modeling for all sources within the air basin. Regional-scale models attempt to account for all emissions sources within an air basin.

The regional scale model requires inputs such as existing and future regional sources of pollutants and global meteorological data, which are generally not accessible by CEQA practitioners. Modeling of future years should consider future concentrations of air pollutants based on regional growth projections and existing programs, rules, and regulations adopted by Federal, State, and local air districts. In general, air pollution in California is decreasing as a result of Federal and State laws. Based on the air quality management plans (AQMPs) required for air districts in a nonattainment area, air quality in the air basins are anticipated to improve despite an increase in population and employment growth. Air districts are charged with assessing programs, rules, and regulations so that the increase in population and employment does not conflict with the mandate to achieve the AAQS. Because emissions forecasting and health outcomes based on the regional growth projections to achieve the AAQS is under the purview of the air districts, it should also fall on the air districts to identify the potential health outcomes associated with individual project’s criteria pollutant emissions.

The South Coast Air Quality Management District (South Coast AQMD) and the Sacramento Metropolitan Air Quality Management District (Sacramento Metropolitan AQMD) are exploring concepts for project-level analysis in light of Friant Ranch to assist local lead agencies. » South Coast AQMD is looking at the largest land use development project they have had in the air basin and doing a sensitivity analysis (using CAMx for photochemical grid modeling and BenMap for health outcomes) to see how locating a very large project in different parts of the air basin (Los Angeles, Inland Empire, v. Orange County) would affect the health incidence. » Sacramento Metropolitan AQMD is also looking at a screening process. Rather than looking at the upper end (i.e., largest project in the air basin), Sacramento Metropolitan AQMD is starting at the smallest project that exceeds the regional significance threshold and running CAMx and BenMap at different locations in the air basin to see how it affects regional health incidences.

Guidance from Air Districts would be the most effective way to incorporate meaningful information concerning regional health effects of project criteria pollutants in CEQA analyses, including guidance as to when modelling is and is not useful and meaningful, how modelling should be conducted, and how to best present additional information to inform decision-makers and the public about a project’s impacts. 1092
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So…until air districts do their part, what should we do?

PROJECTS WITH CRITERIA POLLUTANT EMISSIONS BELOW AIR DISTRICT THRESHOLDS The Friant Ranch ruling was about providing disclosure of health effects of project emissions that were well over the significance thresholds. Since the air district thresholds are tied to a level the air districts find to not have a significant effect on ambient air quality, there should be no need to discuss the health effects of criteria pollutant emissions that are less than the significance thresholds.

PROJECTS WITH CRITERIA POLLUTANT EMISSIONS ABOVE AIR DISTRICT THRESHOLDS Pursuant to Section 15125 of the CEQA Guidelines, the environmental setting will normally constitute the baseline physical conditions by which a lead agency determines whether an impact is significant. For CEQA, the health effects associated with buildout of a project would occur at the project’s horizon year. Because CEQA requires an analysis of the change from existing conditions, the change in effects would be associated with changes in ambient air quality and associated health outcomes between existing conditions and the project’s horizon year. Therefore, in order to show how a project affects health outcomes in an air basin, the CEQA documents will need to qualitatively or quantitatively address: (1) existing ambient criteria pollutant concentrations, health incidences due to existing air quality, and health incidences overall; 2) future (without project) ambient criteria pollutant concentrations and health incidences, and 3) future (with project) ambient criteria pollutant concentrations and health incidences.

Projects with significant criteria pollutant emissions could use regional modelling and BenMap to identify health effects of project emissions, but it is likely that many (or most) projects that are not regionally substantial in scale will be shown to have minimal regional changes in PM and ozone concentrations and therefore minimal changes in associated health effects. In addition, many projects may have emissions that are less than the uncertainty level of regional air quality models and BenMap health effects modeling; in these cases, quantitative results will not be meaningful. Thus, absent better direction from air districts, CEQA lead agencies will have to determine on a case by case basis whether a qualitative discussion of health effects will suffice, or whether regional modeling, despite its limitations, should be conducted for the project.

Where a project has substantial criteria pollutant emissions when considered on a regional scale, and there is reason to believe that the modeling of ambient air quality and regional health effects would produce nonspeculative results when considering modeling uncertainties, then CEQA lead agencies should use regional modelling.

Conclusion
The purpose of CEQA is to inform the public as to the potential for a project to result in one or more significant adverse effects on the environment (including health effects). A CEQA document must provide an understandable and clear environmental analysis and provide an adequate basis for decision making and public disclosure. Regional dispersion modeling of criteria pollutants and secondary pollutants like PM and ozone can provide additional information, but that information may be within the margin of modelling uncertainty and/or may not be meaningful for the public and decision-makers unless a full health context is presented in the CEQA document. Simply providing health outcomes based on use of a regional-scale model and BenMap may not satisfy the goal to provide decision-makers and the public with information that would assist in weighting the environmental consequences of a project. A CEQA document must provide an analysis that is understandable for decision making and public disclosure. Regional scale modeling may provide a technical method for this type of analysis, but it does not necessarily provide a meaningful way to connect the magnitude of a project’s criteria pollutant emissions to health effects without speculation. 1093
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In order to accurately connect the dots, we urge California air districts to provide more guidance on how to identify and describe the health effects of exceeding regional criteria pollutant thresholds. The air districts are the primary agency responsible for ensuring that the air basins attain the AAQS and ensure the health and welfare of its residents relative to air quality. Because emissions forecasting and health outcomes are based on the regional growth projections to achieve the AAQS is under the purview of the air districts, it should fall on the air districts to identify the potential health outcomes associated with exceeding the CEQA thresholds for projects. The air districts should provide lead agencies with a consistent, reliable, and meaningful analytical approach to correlate specific health effects that may result from a project’s criteria pollutant emissions.

Glossary
AAQS – Ambient Air Quality Standards
BenMap – Benefits Mapping and Analysis Program
CAMx – Comprehensive Air Quality Model with extensions
CMAQ – Community Multiscale Air Quality
NOx – Nitrogen Oxides
PM – Particulate Matter
SOx – Sulfur Oxides
State – California
USEPA – United States Environmental Protection Agency
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CITY OF WILDOMAR PROPOSED GENERAL PLAN DRAFT EIR

CITY OF WILDOMAR
Appendices
May 2024
Appendix 5.4-1 Biological Resources Assessment
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CITY OF WILDOMAR
Appendices
PlaceWorks
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Biological Resources Assessment
for the
City of Wildomar General Plan Update
Riverside County, California
Prepared For:

Placeworks
3 MacArthur Place, Suite 1100
Santa Ana, California 92707
Prepared By:
2861 Pullman Street
Santa Ana, California 92705
November 2023 (revised March 2024)
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TABLE OF CONTENTS

1.0 INTRODUCTION ................................................................................................................................................................... 1

1.1 City Location ......................................................................................................................................................... 1

1.2 Project Description ............................................................................................................................................. 1

1.3 Purpose of this General Plan Update .......................................................................................................... 5

1.4 MSHCP Context ................................................................................................................................................... 5

1.4.1 Conserved Lands and Criteria Cells ............................................................................................. 5

1.4.2 Public/Quasi-Public Lands .............................................................................................................. 7

1.4.3 MSHCP Conserved Lands ................................................................................................................ 7

1.4.4 Covered Roads .................................................................................................................................... 9

1.4.5 Wildlife Crossings ............................................................................................................................... 9

1.5 Reserve Assembly Analysis .............................................................................................................................. 9

1.5.1 Conservation Goals of Area Plans within and adjacent to the City ............................. 15

1.5.2 Conservation within Criteria Cells ............................................................................................. 17

1.5.3 Public Quasi-Public Lands ............................................................................................................ 21

2.0 REGULATORY SETTING ................................................................................................................................................... 22

2.1 Federal Regulations ......................................................................................................................................... 22

2.1.1 Federal Endangered Species Act ............................................................................................... 22

2.1.2 Migratory Bird Treaty Act ............................................................................................................. 23

2.1.3 Bald and Golden Eagle Protection Act .................................................................................... 24

2.1.4 Federal Clean Water Act ............................................................................................................... 24

2.1.5 Magnuson-Stevens Fishery Conservation and Management Act ................................ 25

2.1.6 Federal Rivers and Harbors Act ................................................................................................. 25

2.1.7 Executive Order 11990- Protection of Wetlands ................................................................ 25

2.1.8 Executive Order 13112- Invasive Species Protection ........................................................ 25

2.1.9 National Environmental Policy Act ........................................................................................... 26

2.2 State Regulations ............................................................................................................................................. 26

2.2.1 California Endangered Species Act ........................................................................................... 26

2.2.2 Fully Protected Species ................................................................................................................. 26

2.2.3 Native Plant Protection Act ......................................................................................................... 27

2.2.4 California Fish and Game Code ................................................................................................. 27

2.2.5 California Wild and Scenic Rivers Act ...................................................................................... 29

2.2.6 Porter-Cologne Water Quality Control Act ........................................................................... 29

2.2.7 California Environmental Quality Act....................................................................................... 29

2.3 Local Policies, Ordinances, and Other Plans .......................................................................................... 32

2.3.1 Riverside County/Wildomar General Plan ............................................................................. 32 1174
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2.3.2 Riverside County Oak Tree Management Guidelines ....................................................... 36

2.3.3 Western Riverside County Multiple Species Habitat Conservation Plan ................... 36

2.3.4 Stephens’ Kangaroo Rat Conservation Plan ......................................................................... 38

3.0 METHODS ............................................................................................................................................................................ 39

3.1 Literature Review .............................................................................................................................................. 39

4.0 RESULTS ................................................................................................................................................................................ 40

4.1 Site Characteristics and Land Use .............................................................................................................. 40

4.2 Soils ....................................................................................................................................................................... 40

4.3 Vegetation Communities and Land Cover Types ................................................................................ 61

4.3.1 Agricultural Land ............................................................................................................................. 62

4.3.2 Chaparral ............................................................................................................................................. 62

4.3.3 Coastal Sage Scrub ......................................................................................................................... 78

4.3.4 Grassland ............................................................................................................................................ 78

4.3.5 Meadows and Marshes ................................................................................................................. 78

4.3.6 Riparian Scrub, Woodland, and Forest ................................................................................... 78

4.3.7 Water .................................................................................................................................................... 79

4.3.8 Woodland and Forests .................................................................................................................. 79

4.3.9 Developed/Disturbed .................................................................................................................... 79

4.4 Aquatic Resources ........................................................................................................................................... 79

4.5 Special-Status Species Documented to Occur in the City ............................................................... 96

4.5.1 Plants .................................................................................................................................................... 96

4.5.2 Wildlife ............................................................................................................................................... 103

4.6 Critical Habitat and Essential Fish Habitat............................................................................................ 113

4.7 Riparian Habitats and Sensitive Natural Communities ................................................................... 113

4.8 Wildlife Movement/Corridors and Nursery Sites .............................................................................. 114

5.0 RECOMMENDATIONS ................................................................................................................................................... 115

5.1 General Biological Measures ..................................................................................................................... 115

5.2 Special-Status Species .................................................................................................................................. 116

5.2.1 Wildlife ............................................................................................................................................... 116

5.3 Riparian Habitat/Riverine Areas, and Vernal Pools ........................................................................... 120

5.4 Aquatic Resources, Including Waters of the U.S. and State .......................................................... 120

5.5 Wildlife Movement/Corridors and Nursery Sites .............................................................................. 121

5.6 Local Policies, Ordinances, and Other Plans ........................................................................................ 121

6.0 REFERENCES ...................................................................................................................................................................... 122 1175
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LIST OF TABLES
Table 1. Criteria Cell Reserve Assembly Analysis Acreages .............................................................................................. 11 Table 2. Conservation within Criteria Cells .............................................................................................................................. 17 Table 3. NRCS Soil Types ................................................................................................................................................................ 40 Table 4. Vegetation Communities and Land Cover Types ................................................................................................ 61 Table 5. Special-Status Plant Species Identified in the Literature Review .................................................................. 98 Table 6. Special-Status Wildlife Species Identified in the Literature Review ........................................................... 107

LIST OF FIGURES
Figure 1. Project Location and Vicinity ........................................................................................................................................ 2 Figure 2A. MSHCP Reserve Assembly .......................................................................................................................................... 6 Figure 2B. MSHCP Criteria Area Species, Critical Habitat, and Conserved Lands ....................................................... 8 Figure 2C. RCA Information ........................................................................................................................................................... 10 Figure 3. Natural Resources Conservation Service Soil Types ......................................................................................... 46 Figure 4. Vegetation Communities and Land Cover Types .............................................................................................. 63 Figure 5. National Wetlands Inventory ..................................................................................................................................... 81

LIST OF APPENDICES
Appendix A – Biological Resources Recommendations Flow Charts Appendix B – 2024 MSHCP Fee Schedule
Appendix C – SKR Plan Area
Appendix D – Literature Review And Database Results

LIST OF ACRONYMS AND ABBREVIATIONS
Term Definition
amsl Above Mean Sea Level
BA Biological Assessment
BCC USFWS Bird of Conservation Concern
BO Biological Opinion
BRA Biological Resources Assessment
CCR California Code of Regulations
CDFW California Department of Fish and Wildlife
CEQA California Environmental Quality Act
CFR Code of Federal Regulations
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Term Definition
CNDDB California Natural Diversity Database
CNPS California Native Plant Society
CRPR California Rare Plant Rank
CWA Clean Water Act
ECORP ECORP Consulting, Inc.

EFH Essential Fish Habitat
EO Executive Order
ESA Endangered Species Act
FHWA Federal Highway Administration
FMP Fishery Management Plan
HANS Habitat Evaluation and Acquisition Negotiation Process HCP Habitat Conservation Plan
I Interstate
IA Implementing Agreement
IPaC Information for Planning and Conservation
ITP Incidental Take Permit
MBTA Migratory Bird Treaty Act
MSHCP Multiple Species Habitat Conservation Plan
NEPA National Environmental Policy Act
NMFS National Marine Fisheries Service
NOAA National Oceanic and Atmospheric Administration
NPPA Native Plant Protection Act
NRCS Natural Resources Conservation Service
NWI National Wetlands Inventory
OHWM Ordinary High-Water Mark
PQP Public Quasi-Public
RCA Regional Conservation Authority
RCD Resource Conservation District
RCHCA Riverside County Habitat Conservation Agency
RCIP Riverside County Integrative Project
RWQCB Regional Water Quality Control Board
SAA Streambed Alteration Agreement
SKR Stephens’ kangaroo rat
SSC California Species of Special Concern
USACE U.S. Army Corps of Engineers
USC United States Code
USFS U.S. Forest Service
USFWS U.S. Fish and Wildlife Service
USGS U.S. Geological Survey
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1.0 INTRODUCTION
On behalf of the City of Wildomar (City), ECORP Consulting, Inc. is providing this General Plan Update. The City of Wildomar (City) does not currently have its own General Plan; instead, it refers to the County of Riverside General Plan (Riverside County Integrative Project [RCIP] 2003a). This current General Plan will be the first City-specific update of the General Plan. The purpose of this General Plan is to provide information on the current biological resources within the City; evaluate the potential for special-status species and their habitats to occur within the City; assess potential biological-related constraints to future development; identify potential avoidance, minimization, and mitigation measures for the City’s review; and provide this information within the context of the Western Riverside County Multiple Species Habitat Conservation Plan (MSHCP).

1.1 City Location
The City is within the County of Riverside, south of Lake Elsinore and north of Murrieta (Figure 1).

Riverside County is the fourth largest county in California encompassing approximately 7,300 square miles. The western half of the County is more populated than the eastern half; located in the western half of the County, the population of Wildomar was documented at 36,445 in 2019 and has been experiencing a steady incline since. The City is bisected by Interstate (I) 15, which runs northwest–southeast and is located just east of the Santa Ana Mountains and Elsinore Mountains. Due to its location at the foothill of these mountain ranges, the topography varies throughout the City. The City is depicted on the U.S.

Geological Survey Wildomar, Murrieta, Romoland, and Lake Elsinore 7.5-minute topographic quadrangles.

Elevations range from 2,324 to 1,566 feet above mean sea level (amsl) from west to east and 1,187 to 1,777 feet amsl from south to north.

1.2 Project Description
The City currently utilizes the Adopted Riverside County General Plan which was published in 2003 and has since undergone numerous amendments. Its latest full revision was in 2015 (Riverside County Planning Department 2015). A summary of amendments, pertaining primarily to land use designation, can be found at the Riverside County Planning Department website (Riverside County Planning Department 2021a). The 2015 revisions to the Riverside County General Plan included the development of Area Plans.

The City of Wildomar is included within the Elsinore Area Plan (Riverside County Planning Department 2021b), and this document, along with the 2003 Riverside County General Plan and 2015 Riverside County General Plan Amendment, are the City’s principal policy documents for future conservation and development.

This document will be used for the City of Wildomar’s Envision Wildomar 2040 and will serve as the first City-specific General Plan since the City was incorporated in 2008. 1178
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City Limits
Figure 1. Project Location and Vicinity
Sheet 1 of 3
Map Date: 10/6/2023
2022-077 Wildomar General Plan Update
Murietta (1988, rev 1997, NAD27)
Romoland (1988, rev 1997, NAD27)
Wildomar (1953, rev 1979, NAD27)
Lake Elsinore (1953, rev 1979, NAD27)
CA 7.5-minute Topographic Quadrangle
US Geological Survey
Riverside County, California
§17, 18, 19, 29, 30, 31, 32, 33 T06S R03W SBBM
§10, 11, 12, 13, 14, 15, 16, 21, 22, 23, 24, 25, 26,
27, 28, 32, 33, 34, 35, 36 T06S R04W SBBM
§5, 6, 7 T07S R03W SBBM
§1, 4 T07S R04W SBBM
La Laguna (Stearns), Temecula, and
Santa Rosa (Morino) Land Grants
Latitude (NAD83): 33.614977°
Longitude (NAD83): -117.253996°
1179
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City Limits
Figure 1. Project Location and Vicinity
Sheet 2 of 3
Map Date: 10/6/2023
2022-077 Wildomar General Plan Update
Murietta (1988, rev 1997, NAD27)
Romoland (1988, rev 1997, NAD27)
Wildomar (1953, rev 1979, NAD27)
Lake Elsinore (1953, rev 1979, NAD27)
CA 7.5-minute Topographic Quadrangle
US Geological Survey
Riverside County, California
§17, 18, 19, 29, 30, 31, 32, 33 T06S R03W SBBM
§10, 11, 12, 13, 14, 15, 16, 21, 22, 23, 24, 25, 26,
27, 28, 32, 33, 34, 35, 36 T06S R04W SBBM
§5, 6, 7 T07S R03W SBBM
§1, 4 T07S R04W SBBM
La Laguna (Stearns), Temecula, and
Santa Rosa (Morino) Land Grants
Latitude (NAD83): 33.614977°
Longitude (NAD83): -117.253996°
1180
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City Limits
Figure 1. Project Location and Vicinity
Sheet 3 of 3
Map Date: 10/6/2023
2022-077 Wildomar General Plan Update
Murietta (1988, rev 1997, NAD27)
Romoland (1988, rev 1997, NAD27)
Wildomar (1953, rev 1979, NAD27)
Lake Elsinore (1953, rev 1979, NAD27)
CA 7.5-minute Topographic Quadrangle
US Geological Survey
Riverside County, California
§17, 18, 19, 29, 30, 31, 32, 33 T06S R03W SBBM
§10, 11, 12, 13, 14, 15, 16, 21, 22, 23, 24, 25, 26,
27, 28, 32, 33, 34, 35, 36 T06S R04W SBBM
§5, 6, 7 T07S R03W SBBM
§1, 4 T07S R04W SBBM
La Laguna (Stearns), Temecula, and
Santa Rosa (Morino) Land Grants
Latitude (NAD83): 33.614977°
Longitude (NAD83): -117.253996°
1181
Biological Resources Assessment
ECORP Consulting, Inc.

City of Wildomar General Plan Update
5 November 2023 (Revised March 2024)
2022-077

1.3 Purpose of this General Plan Update
To better guide development in the City, the Wildomar General Plan strategy is to identify existing and future biological resources in the City and ensure compliance with applicable laws before these resources are altered or impacted. This document summarizes the existing biological resources that will serve as the basis for development of the comprehensive General Plan and associated Programmatic Environmental Impact Report.

1.4 MSHCP Context
The City of Wildomar is located within the Western Riverside County MSHCP. The MSHCP provides information on plant and wildlife species of concern and their associated habitats to the County of Riverside (Planning Species) and outlines goals for their conservation while addressing the requirements of the state and federal Endangered Species Acts. Information on the MSHCP can be found at www.rctlma.org (Riverside County Land Management Agency 2023).

To guide the City and its residents on navigating the MSHCP, flow charts depicting the steps to development within the context of the MSHCP are provided in Appendix A. These flowcharts help guide development by providing an overview of and recommendations for: development applications; specialstatus plant and wildlife species; riparian/riverine habitat and sensitive natural communities; wildlife corridors and movement; and covered roads.

Generally, any entity looking to construct a project first needs to determine if their property is located within a Criteria Cell. This will influence what permits or additional applications an entity may need to complete. As required by Regional Conservation Authority (RCA) Board Resolution No. 06-05, permit applicants are responsible for the costs of a Joint Project Review and an initial deposit is required with the submittal of the application. Costs and expenditures incurred during the process will be billed against the deposit amount. The applicant will be billed any difference should the costs exceed the initial deposit amount. The applicant will be refunded any difference should the costs be less than the initial deposit amount. MSHCP Fees are adjusted annually using the Consumer Price Index. A copy of the 2024 Fiscal Year Fee Schedule is provided in Appendix B. The latest MSHCP Fee Schedule can be located at https://www.wrc-rca.org/development-applications/permits-and-fees/.

Section 7 of the MSHCP outlines covered activities and allowable uses as they pertain to Conserved Lands, Criteria Areas, and Public/Quasi-Public (PQP) Lands. Each of these, in the context of the City, will be described below.

1.4.1 Conserved Lands and Criteria Cells
The City overlaps with all or portions of the following Criteria Cells: 5342, 5240, 5131, 4838, 4847, 4848, 4849, 4745, 4747, 4749, 4945, 4946, 4951, 5044, 5045, 5049, 5046, 5149, 5145, 5248, 5247, 5245, 5350, 5351, 5352, 5354, 5455, 5456, 5457, 5558, 5559, 5458, and 5561. The locations of the Criteria Cells are depicted on Figure 2A.
1182
California
Oaks
Road
California Oaks
Road
Clinton Keith Road
Clinton Keith Road
Railroad Canyon Road
Railroad Canyon Road
15 4646 4647 4648 4649 4651 4656
4740 4742 4743 4745 4747
5342 5350 5351 5352 5354 5355 5356 5357
5455 5456 5457 5458 5459 5460
5558 5559 5561 5562
5988 5983
6100 6098 6095
5038 5036 5033 5044 5045 5049 5046
5140 5137 5131 5149 5145
5240 5248 5247 5245 5252 5253 5254
4759 4749
4843 4844 4845 4846 4838 4847 4848 4849
4940 4939 4937 4945 4946 4951
0 0.75 I
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Location: N:\2022\2022-077 Wildomar General Plan Update\MAPS\Biological_Resources\Biological Resources.aprx - Wildomar MSHCP Reserve (trotellini - 11/17/2023) Figure 2A. MSHCP Reserve Assembly Map Date: 11/17/2023
Sources: ESRI, Placeworks, RCIT
Other Related Info if Needed
2022-077 Wildomar General Plan Update
Map Contents
City Limits
WRMSHCP Reserve Assembly
Wildomar WRMSHCP Criteria Cells
WRMSHCP Criteria Cells
Area Plan Subunits - Within City Limits
SU3 - Elsinore
SU4 - Sedco Hills
Area Plan Subunits - Outside City Limits
SU1 - Murrieta Creek
SU2 - Lower Sedco Hills
SU5 - French Valley/Lower Sedco Hills
Habitat Management Units
Forest Service Trabuco
Menifee
Santa Ana Mountains
1183
Biological Resources Assessment
ECORP Consulting, Inc.

City of Wildomar General Plan Update
7 November 2023 (Revised March 2024)
2022-077
Covered activities within the Criteria Area are discussed in Section 7.3 of the MSHCP. Covered activities include:
 Public and private development consistent with MSHCP Criteria (MSHCP Section 7.3.1)  Single-family homes on existing parcels within the Criteria Area (MSHCP Section 7.3.2)  Agricultural Lands within the Criteria Area (MSHCP Section 7.3.3)  Existing roads within the Criteria Area (MSHCP Section 7.3.4); for additional information on covered road maintenance activities within the Criteria Area, please reference MSHCP, Section

7.3.4.  Planned roads within the Criteria Area (MSHCP Section 7.3.5)  State Park facilities (MSHCP Section 7.3.6)
 Flood control facilities (MSHCP Section 7.3.7)
 Waste management facilities (MSHCP Section 7.3.8)
 Future facilities necessary to support planned development including water/wastewater facilities, electrical utility facilities, and natural gas facilities (MSHCP Section 7.3.9)

1.4.2 Public/Quasi-Public Lands
PQP Lands exist within the eastern portion of the City. These are listed in Table 1.

According to Section 7.2 of the MSHCP, covered activities within existing PQP Lands include:
 Existing roadways such as interstates, freeways, State highways, city and county-maintained roads, and local roads not city or county maintained that provide property access; for additional information on covered road maintenance activities within PQP Lands, please reference MSHCP, Section 7.2.1.
 Planned roads within existing PQP Lands (MSHCP Section 7.2.2)  Future facilities including water, sewer, electrical, gas and solid waste facilities (MSHCP Section

7.2.4)
 Maintenance of other existing facilities (MSHCP Section 7.2.5)  Existing Agricultural Uses (Section MSHCP 7.2.6)

1.4.3 MSHCP Conserved Lands
There are currently 842 acres of MSHCP Conserved Lands throughout the MSHCP Plan Area. Conserved Lands are located throughout the City and depicted in Figure 2B. 1184
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California
Oaks
Road
California Oaks
Road
Clinton Keith Road
Clinton Keith Road
Railroad Canyon Road
Railroad Canyon Road
15 4646 4647 4648 4649 4651 4656
4740 4742 4743 4745 4747
5342 5350 5351 5352 5354 5355 5356 5357
5455 5456 5457 5458 5459 5460
5558 5559 5561 5562
5988 5983
6100 6098 6095
5038 5036 5033 5044 5045 5049 5046
5140 5137 5131 5149 5145
5240 5248 5247 5245 5252 5253 5254
4759 4749
4843 4844 4845 4846 4838 4847 4848 4849
4940 4939 4937 4945 4946 4951
0 0.75 I
Miles
Location: N:\2022\2022-077 Wildomar General Plan Update\MAPS\Biological_Resources\Biological Resources.aprx - Wildomar WRMSHCP_CritHab_V2 (trotellini - 11/17/2023) Figure 2B. MSHCP Criteria Area Species, Critical Habitat, and Conserved Lands Map Date: 11/17/2023 Sources: ESRI, Placeworks, RCIT, USFWS
Other Related Info if Needed
2022-077 Wildomar General Plan Update
Map Contents
City Limits
Wildomar WRMSHCP Criteria Cells
WRMSHCP Criteria Cells
Critical Habitat
Coastal California gnatcatcher
Western Riverside MSHCP Conserved Lands
Public Quasi-Public (PQP) Conserved Lands
MSHCP Conserved Lands
MSHCP Easements
Western Riverside MSHCP Criteria Area Species Areas
° ° ° °
° ° ° °
° ° ° °
San jacinto valley crownscale (Atriplex coronata var.
notatior), Parish's saltbush (Atriplex parishii),
Davidson's saltbush (Atriplex serenana var.
davidsonii), Thread leaved brodiaea (Brodiaea
filifolia), Round leaved filaree (Erodium
macrophyllum), Smooth tarplant (Centromadia
pungens ssp. laevis), Coulter's goldfields (Lasthenia
glabrata ssp. coulteri), Little mouse tail (Myosurus
minimus) Area
° ° ° °
° ° ° °
° ° ° °
Davidson's saltbush (Atriplex serenana var.
davidsonii), Parish's saltbush (Atriplex parishii),
Thread leaved brodiaea (Brodiaea filifolia), Smooth
tarplant (Centromadia pungens ssp. laevis), Round
leaved filaree (Erodium macrophyllum), Coulter's
goldfields (Lasthenia glabrata ssp. coulteri), Little
mouse tail (Myosurus minimus) Area
° ° ° °
° ° ° °
Davidson's saltbush (Atriplex serenana var.
davidsonii), Parish's saltbush (Atriplex parishii),
Round leaved filaree (Erodium macrophyllum),
Coulter's goldfields (Lasthenia glabrata ssp. coulteri) Santa ana pitchersage (Lepechinia cardiophylla),
Prostrate navarretia (Navarretia prostrata) Area
1185
Biological Resources Assessment
ECORP Consulting, Inc.

City of Wildomar General Plan Update
9 November 2023 (Revised March 2024)
2022-077
According to Section 7.4 of the MSHCP, the following uses are considered allowable uses within the MSHCP Conservation Area:
 Reserve management, monitoring, and scientific research activities (MSHCP Section 7.4.1)  Emergency, safety, and police services (MSHCP Section 7.4.1)  Emergency repairs (MSHCP Section 7.4.1)
 Conditionally compatible uses such as public access and recreation (MSHCP Section 7.4.2)

1.4.4 Covered Roads
The City includes numerous Covered Roads according to the MSHCP. These include Major, Arterial, Secondary, Collector, and Urban Arterial roads (Figure 2C). These are summarized in Table 1.

1.4.5 Wildlife Crossings
As it pertains to wildlife crossings within the Criteria Area and PQP Lands, Section 7.5.2 of the MSHCP outlines guidelines for the construction of wildlife crossings for various wildlife species.

1.5 Reserve Assembly Analysis
The City is located in the Elsinore Area Plan and within Subunit 3- Elsinore and Subunit 4- Sedco Hills. The City is also adjacent to Subunit 1- Murrieta Creek, Subunit 2- Lower Sedco Hills, and Subunit 5- French Valley/Lower Sedco Hills. The City is within the Santa Ana Mountains and Menifee Habitat Management Units and adjacent to the Forest Service Trabuco Habitat Management Unit.

The City is within Species Survey Areas for Narrow Endemic Plants, Criteria Area Species, and Burrowing Owl. The City is within the Criteria Area Species Survey Area for San Jacinto Valley crownscale (Atriplex coronata var. notatior), Parish’s brittlescale (Atriplex parishii), Davidson’s saltscale (Atriplex sernana var. davidsonii), thread-leaved brodiaea (Brodiaea filifolia), round-leaved filaree (California macrophylla), smooth tarplant (Centromadia pungens ssp. laevis), Coulter’s goldfields (Lasthenia glabrata ssp. coulteri), little mousetail (Myosurus minimus ssp. apus), and mud nama (Nama stenocarpa). The City is within the Narrow Endemic Plants Survey Area for Munz’ onion (Allium munzii), San Diego ambrosia (Ambrosia pumila), many-stemmed dudleya (Dudleya multicaulis), spreading navarretia (Navarretia fossalis), California Orcutt grass (Orcuttia californica), and Wright’s trichocoronis (Trichocoronis wrightii var. wrightii). Table 1 contains acreage summaries for each Criteria Cell.

The City is adjacent to the Cleveland National Forest of which portions of this area are PQP lands. Table 1 summarizes information related to Criteria Cells, Covered Roads, PQP Lands, and Additional Reserve Lands within the City according to Criteria Cell Number.
1186
Califo
rnia O aks Ro
ad
Califo
rnia Oaks Road
CClliinnton ton KKeeith Road ith Road
Railroad Canyon Road
Railroad Canyon Road
15 0 0.75 I
Miles
Location: N:\2022\2022-077 Wildomar General Plan Update\MAPS\Biological_Resources\Biological Resources.aprx - Wildomar RCA (trotellini - 11/3/2023) Figure 2C. RCA Information Map Date: 11/3/2023
Sources: ESRI, Placeworks, RCIT
Other Related Info if Needed
2022-077 Wildomar General Plan Update
Map Contents
City Limits
RCA Information
Stephens’ kangaroo rat Habitat
Burrowing Owl Survey Area
Amphibian Survey Areas
California Red-legged Frog
Narrow Endemic Plant Survey Areas
Many-stemmed dudleya, California Orcutt grass,
Spreading navarretia, San Miguel savory,
Hammitt's clay-cress, Wright's trichocoronis
Munz's onion, San Diego ambrosia, Manystemmed dudleya, Spreading navarretia, California Orcutt grass, Wright's trichocoronis
Munz's onion, San Diego ambrosia, Manystemmed dudleya, spreading navarretia, California orcutt grass, Hammitt's clay-cress,
Wright's trichocoronis
MSHCP Covered Roads
Urban Arterial
Arterial
Major
Secondary
Collector
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Table 1. Criteria Cell Reserve Assembly Analysis Acreages Criterial
Cell
Number
Criteria
Cell Size
Total
(acres)
Criteria Cell
Size within
the City
(acres)
Subunit Covered Roads and Type
(acres)
PQP Lands
(acres)*
Additional Reserve Lands within
City (acres)*
4745 159.50 0.02 Sedco Hills – – –
4747 159.83 0.08 Sedco Hills – – Archer, Timothy, & Marlene = 0.06 4749 160.73 0.53 Sedco Hills – – Archer = 0.01
4838 159.66 140.96 Sedco Hills Casino Dr (Major) = 0.03 Malaga Rd (Major) = 0.33 – Patterson, Kenneth, & Patricia = 25.86 4847 159.70 159.22 Sedco Hills – – Archer, Timothy, & Marlene = 21.11 Patterson, Kenneth, & Patricia = 2.12
4848 159.19 158.85 Sedco Hills – –
Archer = 37.07
Nelson, Jack = 37.78
Tet Sedco Hills Conservation Bank = 39.38
4849 158.93 158.93 Sedco Hills Lost Rd (Collector) = 2.29 – Nelson, Jack = 41.81 4945 158.28 158.28 Sedco Hills – – Nelson, Jack = 37.63 Tet Sedco Hills Conservation bank = 118.73
4946 158.02 158.02 Sedco Hills Lost Rd (Connector) = 4.73 Lost Rd (Secondary) = 0.31 – Nelson, Jack = 1.75
Tet Sedco Hills Conservation Bank = 1.42
4951 161.24 161.24 Sedco Hills – –
5044 159.46 159.46 Sedco Hills Lemon St (Collector) = 3.54 Lost Rd (Collector) = 0.97 – Tet Sedco Hills Conservation Bank = 21.53 1188
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Table 1. Criteria Cell Reserve Assembly Analysis Acreages Criterial
Cell
Number
Criteria
Cell Size
Total
(acres)
Criteria Cell
Size within
the City
(acres)
Subunit Covered Roads and Type
(acres)
PQP Lands
(acres)*
Additional Reserve Lands within
City (acres)*
5045 159.09 159.09 Sedco Hills Lost Rd (Collector) = 3.42 Lost Rd (Secondary) = 0.04 – Tet Sedco Hills Conservation Bank = 0.02 5046 162.29 162.29 Sedco Hills Bundy Canyon Rd (Urban Arterial) = 1.88 – Casa Modelo = 1.20
5049 162.37 162.37 Sedco Hills – – Hunter = 18.97
5131 167.14 19.72 Elsinore Corydon St (Arterial) = 2.67 Garden St (Major) = 2.19 – –
5145 162.46 162.46 Sedco Hills Bundy Canyon Rd (Urban Arterial) = 11.87 –
Casa Modelo = 68.94
Clark = 3.97
Katz, William = 12.24
Rullo = 0.61
5149 162.66 162.66 Sedco Hills Bundy Canyon Rd (Urban Arterial) = 2.47 –
Clark = 40.23
Hunter = 0.21
Rullo = 79.82
5240 176.07 5.33 Elsinore Corydon St (Arterial) = 1.36
Palomar St (Secondary) = 0.00 – –
5245 163.53 163.43 Sedco Hills – – –
5247 161.53 161.53 Sedco Hills – USA 362 =

52.05 –
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Table 1. Criteria Cell Reserve Assembly Analysis Acreages Criterial
Cell
Number
Criteria
Cell Size
Total
(acres)
Criteria Cell
Size within
the City
(acres)
Subunit Covered Roads and Type
(acres)
PQP Lands
(acres)*
Additional Reserve Lands within
City (acres)*
5248 162.18 162.18 Sedco Hills Bundy Canyon Rd (Urban Arterial) = 0.70
USA 362 =

1.38 Casa Modelo = 1.26
Clark = 0.03
Katz, William = 0.56
5342 179.66 121.08 Elsinore Corydon St (Arterial) = 2.65 Grand Ave (Arterial) = 0.38 – –
5350 162.01 162.01 Sedco Hills –
USA 362 and
Riv Co Parks
& OS = 3.96
Borchard = 32.07
Borchard, Tr = 76.34
5351 163.63 163.63 Sedco Hills – USA 362 =

78.94 Schleuniger = 0.93
5352 163.91 163.91 Sedco Hills – USA 362 =

0.40 –
5354 164.32 162.74 Sedco Hills –– Evandel– Bergstein = 0.02 5455 160.60 160.60 Sedco Hills La Estrella St (Secondary) = 5.72 USA 362 =

0.96 Delgado Phase 1 = 0.52
Delgado Phase 4 = 0.53
Schleuniger = 57.60
5456 160.24 160.24 Sedco Hills La Estrella St (Secondary) = 5.28 USA 362 =

78.34 Delgado (Phase 2) = 13.17
Delgado Phase 1 = 39.32
Delgado Phase 3 = 13.29
Delgado Phase 4 = 12.89
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Table 1. Criteria Cell Reserve Assembly Analysis Acreages Criterial
Cell
Number
Criteria
Cell Size
Total
(acres)
Criteria Cell
Size within
the City
(acres)
Subunit Covered Roads and Type
(acres)
PQP Lands
(acres)*
Additional Reserve Lands within
City (acres)*
5457 158.77 158.77 Sedco Hills La Estrella St (Secondary) = 2.35 RCA and USA 362 = 133.58 Evandel – Bergstein = 0.00
5458 161.41 0.77
French
Valley/
Lower Sedco
Hills
– RCA and USA
362 = 0.73
Lennar Greer Ranch = 0.03
Evandel– Begstein = 0.00
5558 159.52 159.52 Sedco Hills Clinton Keith Rd (Arterial) = 6.32 La Estrella St (Secondary) = 0.42 – Schleuniger = 0.10
5559 160.13 160.13 Sedco Hills Clinton Keith Rd (Arterial) = 6.80 La Estrella St (Secondary) = 0.76
RCA = 0.03 –
5561 162.51 0.58
French
Valley/
Lower Sedco
Hills
La Estrella Rd (Secondary) = 0.00
La Estrella St (Secondary) = 0.07
Team RCD
and RCA =

0.35 –
Note: This information is current as of October 3, 2023. Acreages are subject to change based on coordination with RCA. Coordination with RCA is recommended for exact acreages.

RCA = Regional Conservation Authority; RCD = Resource Conservation District *Taken from the MSHCP Geographic Information Systems data; names and/or acronyms were not always defined – provided as “Project Names.” 1191
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1.5.1 Conservation Goals of Area Plans within and adjacent to the City

1.5.1.1 Elsinore Area Plan
Conservation goals of the Elsinore Area Plan that pertain to the City include preserving core areas and linkages as well as sensitive plant and wildlife species and their habitat. The target conservation acreage range for this Area Plan is 66,500 to 73,315 acres. This includes approximately 54,800 acres of existing PQP Lands and 11,700 to 18,515 acres of Additional Reserve Lands (RCIP 2003b).

Subunit 3 — Elsinore
The target acreage range for Additional Reserve Lands within the Elsinore subunit is 925 to 1,815 acres.

Species of conservation focus within this subunit are American bittern (Botaurus lentiginosus), Bell’s sage sparrow (Artemisiospiza belli), black-crowned night heron (Nycticorax nycticorax), double-crested cormorant (Phalacrocorax auritus), least Bell’s vireo (Vireo bellii pusillus), loggerhead shrike (Lanius ludovicianus), mountain plover (Charadrius montanus), northern harrier (Circus cyaneus), osprey (Pandion haliaetus), southwestern willow flycatcher (Empidonax traillii extimus), white-faced ibis (Plegadis chihi), white-tailed kite (Elanus leucurus), Quino checkerspot butterfly (Euphydryas Editha quino), Riverside fairy shrimp (Streptocephalus woottoni), bobcat (Lynx rufus), western pond turtle (Actinemys marmorata), Munz’s onion, San Diego ambrosia, and smooth tarplant. Biological issues and considerations from the MSHCP are:
 Conserve wetlands including Temescal Wash, Collier Marsh, Alberhill Creek, Lake Elsinore, and the floodplain east of Lake Elsinore (including marsh habitats) and maintain water quality.  Conserve clay soils that support Munz’s onion.
 Conserve Travers-Willow-Domino soil series.
 Conserve foraging habitat for raptors, providing a sage scrub-grassland ecotone.  Conserve grassland habitat for mountain plover.
 Conserve breeding habitat for northern harrier.
 Maintain linkage areas for bobcat.
 Conserve San Diego ambrosia at Alberhill and Nichols Road or finding new populations that would allow for the loss of known populations.
 Maintain core and linkage habitats for western pond turtle.  Maintain core areas for Riverside fairy shrimp.
 Maintain opportunities for core and linkage habitat for Quino checkerspot butterfly. 1192
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Subunit 4 — Sedco Hills
The target acreage range for Additional Reserve Lands within the Sedco Hills subunit is 2,415 to 3,845 acres. Species of conservation focus within this subunit are Bell’s sage sparrow, coastal California gnatcatcher (Polioptila californica californica), least Bell’s vireo, southern California rufous-crowned sparrow (Aimophila ruficeps canescens), southwestern willow flycatcher, Quino checkerspot butterfly, bobcat, Stephens’ kangaroo rat (Dipodomys stephensi), and western pond turtle. Biological issues and considerations from the MSHCP are:
 Provide a northwest-southeast connection between Estelle Mountain and Sedco Hills for sage scrub species including coastal California gnatcatcher.  Conserve habitat in Sedco Hills to maintain the connection between Granite Hills and Bundy Canyon Road.
 Conserve wetlands in lower San Jacinto River.
 Provide upland linkage connections for Sedco Hills to Wildomar.  Conserve foraging habitat for raptors, providing a sage scrub-grassland ecotone.  Maintain core and linkage habitat for bobcat and Stephens’ kangaroo rat.  Maintain linkage areas for western pond turtle.
 Maintain opportunities for linkage areas for Quino checkerspot butterfly.

1.5.1.2 Southwest Area Plan
Conservation goals of the Southwest Area Plan that pertain to the City include preserving core areas and linkages as well as sensitive plant and wildlife species and their habitat (RCIP 2003c). The target conservation acreage range for this Area Plan is 58,295 to 72,155 acres. This includes approximately 35,795 acres of existing PQP Lands and 22,500 to 36,360 acres of Additional Reserve Lands. Criteria Cells within this Area Plan are adjacent to the City and are included in conservation considerations for Criteria Cells within the City, hence their discussion and inclusion here.

Subunit 5 — French Valley/Lower Sedco Hills
The target acreage range for Additional Reserve Lands within this subunit is 4,630 to 7,395 acres. Species of conservation focus within this subunit are Bell’s sage sparrow, California horned lark, coastal California gnatcatcher, Swainson’s hawk (Buteo swainsoni), grasshopper sparrow, southern California rufouscrowned sparrow, Quino checkerspot butterfly, bobcat, Los Angeles pocket mouse (Perognathus longimembris brevinasus), western pond turtle, long-spined spine flower (Chorizanthe polygonoides var. longispina), Munz’s onion, Palmer’s grapplinghook (Harpagonella palmeri). Biological issues and considerations from the MSHCP are:
 Conserve large blocks of habitat east of I-215 and south of Scott Road for narrow endemic species.
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 Provide connection to the Southwestern Riverside County Multi Species Reserve.  Conserve clay soils supporting long-spined spine flower, Munz’s onion, and Palmer’s grapplinghook.
 Maintain core and linkage habitat for bobcat and Quino checkerspot butterfly.  Determine presence of potential core areas for Los Angeles pocket mouse along Warm Springs Creek.
 Maintain core areas for western pond turtle and Riverside fairy shrimp.

1.5.2 Conservation within Criteria Cells
Table 2 summarizes the conservation criteria within Criteria Cells within the City and as outlined in the MSHCP.

Table 2. Conservation within Criteria Cells
Criterial Cell Number Conservation Criteria
4745
Conservation within this cell will contribute to the assembly of Proposed Linkage 8.

Conservation within this cell will focus on riparian scrub, woodland, and forest habitat associated with the San Jacinto River and adjacent coastal sage scrub and chaparral habitat. Areas conserved within this cell will be connected to coastal sage scrub, riparian scrub, woodland, and forest habitat proposed for conservation in cell 4648 to the north and to coastal sage scrub and chaparral habitat proposed for conservation in cell 4838 to the south and in Cell Group F' to the east. Conservation within this cell will range from 70% to 80% of the cell focusing in the northern and eastern portions of the cell.
4747
Conservation within this Cell Group will contribute to the assembly of Proposed Linkage 8. Conservation within this Cell Group will focus on chaparral, coastal sage scrub, and grassland habitat. Areas conserved within this Cell Group will be connected to chaparral and coastal sage scrub habitat proposed for conservation in Cell Group D' to the north, in cell 4745 and 4838 both to the west, and in Cell Groups E’ and G’ both to the east. Conservation within this Cell Group will range from 70% to 80% of the Cell Group focusing in the northern portion of the Cell Group. 4749
Conservation within this cell will contribute to the assembly of Proposed Linkage 8.

Conservation within this cell will focus on riparian scrub, woodland, and forest habitat associated with the San Jacinto River and adjacent coastal sage scrub and chaparral habitat. Areas conserved within this Cell Group will be connected o chaparral, coastal sage scrub, riparian scrub, woodland and forest habitat proposed for conservation in Cell Group D’ to the west and cell 4559 to the east, to chaparral and coastal sage scrub habitat proposed for conservation in Cell Group G’ to the south, and to chaparral, coastal sage scrub, and grassland habitat proposed for conservation in Cell Group F’ to the west and in cell 4656 to the east. Conservation within this cell group will range from 60% to 70% of the Cell Group focusing in the southern and eastern portions of the Cell Group.
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Table 2. Conservation within Criteria Cells
Criterial Cell Number Conservation Criteria
4838
Conservation within this cell will contribute to the assembly of Proposed Linkage 8.

Conservation within this cell will focus on chaparral and coastal sage scrub habitat.

Areas conserved will be connected to chaparral and coastal sage scrub habitat proposed for conservation in cell 4745 to the north and in Cell Group F’ to the east.

Conservation within this cell will range from 15% to 25% of the cell focusing in the northeastern portion of the cell.
4847
Conservation within this Cell Group will contribute to the assembly of Proposed Linkage 8. Conservation within this Cell Group will focus on chaparral, coastal sage scrub, and grassland habitat. Areas conserved within this Cell Group will be connected to chaparral and coastal sage scrub habitat proposed for conservation in Cell Group D' to the north, in cell 4745 and 4838 both to the west, and in Cell Groups E’ and G’ both to the east. Conservation within this Cell Group will range from 70% to 80% of the Cell Group focusing in the northern portion of the Cell Group. 4848, 4945, 5044
Conservation within this Cell Group will contribute to the assembly of Proposed Linkage 8. Conservation within this Cell Group will focus on chaparral and coastal sage scrub habitat. Areas conserved within this Cell Group will be connected to chaparral and coastal sage scrub habitat proposed for conservation in Cell Groups F’ to the west, E’ to the north, and H’ to the east. Conservation within this Cell Group will range from 65% to 75% of the Cell Group, focusing in the northern portion of the Cell Group.
4849, 4946, 5045
Conservation within this Cell Group will contribute to the assembly of Proposed Linkage 8. Conservation within this Cell Group will focus on chaparral and coastal sage scrub habitat. Areas conserved within this Cell Group will be connected to chaparral and coastal sage scrub habitat proposed for conservation in Cell Groups G’ to the west and I’ to the east. Conservation within this Cell Group will range from 60% to 70% of the Cell Group focusing in the northern portion of the Cell Group. 4951, 5049
Conservation within this Cell Group will contribute to the assembly of Proposed Linkage 8. Conservation within this Cell Group will focus on chaparral and coastal sage scrub habitat. Areas conserved within this Cell Group will be connected to chaparral and coastal sage scrub habitat proposed for conservation in Cell Group H’ to the west and to chaparral habitat proposed for conservation in cell #5149 to the south and in Cell Group J’ to the east. Conservation within this Cell Group will range from 50% to 60% of the Cell Group focusing in the southern portion of the Cell Group.
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Table 2. Conservation within Criteria Cells
Criterial Cell Number Conservation Criteria
5046, 5145, 5248
Conservation within this Cell Group will contribute to the assembly of Proposed Linkage 8. Conservation within this Cell Group will focus on chaparral, coastal sage scrub, grassland, woodland, and forest habitat. Areas conserved within this Cell Group will be connected to chaparral habitat proposed for conservation in the Cell Group and in cell #5149 both to the west and to chaparral, woodland and forest habitat proposed for conservation in Cell Group K’ to the east. Conservation within this Cell Group will range from 50% to 60% of the Cell Group focusing in the northern portion of the Cell Group.
5131
Conservation within this cell will contribute to assembly of Proposed Extension of Existing Core 3. Conservation within this cell will focus on grassland habitat. Areas conserved within this cell will be connected to grassland habitat proposed for conservation in cell #5137 to the west. Conservation within this cell will range from 30% to 40% of the cell focusing in the southwestern portion of the cell. 5149
Conservation within this cell will contribute to assembly of Proposed Linkage 8.

Conservation within this cell will focus on chaparral, woodland, and forest habitat.

Areas conserved within this cell will be connected to chaparral habitat proposed for conservation in Cell Groups I’ to the north and J’ to the east. Conservation within this cell will range from 70% to 80% of the cell focusing in the northern and eastern portions of the cell.
5240
Conservation within this cell will contribute to assembly of Proposed Extension of Existing Core 3. Conservation within this cell will focus on grassland and coastal sage scrub habitat. Areas conserved within this cell will be connected to grassland habitat proposed for conservation in cell #5137 to the north and to coastal sage scrub habitat proposed for conservation in cell #5342 to the south. Conservation within this cell will range from 45% to 55% of the cell focusing in the northern and central portions of the cell.
5245
Conservation within this Cell Group will contribute to assembly of Proposed Linkage

8. Conservation within this Cell Group will focus on chaparral, coastal sage scrub, grassland, woodland, and forest habitat. Areas conserved within this Cell Group will be connected to chaparral, coastal sage scrub, woodland, and forest habitat proposed for conservation in Cell Group J’ to the west and to coastal sage scrub habitat proposed for conservation in Cell Group L' to the south and in cell #5352 to the east. Conservation within this Cell Group will range from 40% to 50% of the Cell Group focusing in the southwestern portion of the Cell Group. 5247, 5350, 5351 No conservation criteria listed.
5342
Conservation within this cell will contribute to assembly of Proposed Extension of Existing Core 3. Conservation within this cell will focus on coastal sage scrub habitat.

Areas conserved within this cell will be connected to coastal sage scrub habitat proposed for conservation in cell #5240 to the north. Conservation within this cell will range from 5% to 15% of the cell focusing in the northern central portion of the cell. 1196
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Table 2. Conservation within Criteria Cells
Criterial Cell Number Conservation Criteria
5352
Conservation within this cell will contribute to assembly of Proposed Linkage 8.

Conservation within this cell will focus on coastal sage scrub, riparian scrub, woodland, and forest habitat. Areas conserved within this cell will be connected to coastal sage scrub habitat proposed for conservation in cell #5354 to the east and to existing Public/Quasi-Public lands in Cell Group K’ to the west and in cell #5456 to the south. Conservation within this cell will range from 45% to 55% of the cell focusing in the southern portion of the cell.
5354
Conservation within this cell will contribute to assembly of Proposed Linkage 8.

Conservation within this cell will focus on coastal sage scrub, riparian scrub, woodland, and forest habitat. Areas conserved within this cell will be connected to coastal sage scrub, riparian scrub, woodland and forest habitat proposed for conservation in cell #5352 to the west, to existing Public/Quasi-Public lands in cell#5457 to the south and to chaparral, coastal sage scrub, woodland and forest habitat proposed for conservation in Cell Group C in the Sun City/Menifee Area Plan to the east. Conservation within this cell will range from 40% to 50% of the cell focusing in the southern portion of the cell.
5456
Conservation within this cell will contribute to assembly of Proposed Linkage 8.

Conservation within this cell will focus on coastal sage scrub habitat. Areas conserved within this cell will be connected to coastal sage scrub habitat proposed for conservation in Cell Group L’ to the west and in Cell #5457 to the east and to grassland habitat proposed for conservation in cell #5559 to the south. Conservation within this cell will range from 45% to 55% of the cell focusing in the southern portion of the cell.
5457
Conservation within this cell will contribute to assembly of Proposed Linkage 8.

Conservation within this cell will focus on coastal sage scrub, riparian scrub, woodland, and forest habitat. Areas conserved within this cell will be connected to coastal sage scrub habitat proposed for conservation in cell #5456 to the west.

Conservation within this cell will range from 20% to 30% of the cell focusing in the southwestern portion of the cell.
5458, 5561
Conservation within this Cell Group will contribute to assembly of Proposed Linkage

8. Conservation within this Cell Group will focus on coastal sage scrub and grassland habitat. Areas conserved within this Cell Group will be connected to coastal sage scrub habitat proposed for conservation in Cell Group I’ to the east and in Cell Group C in the Sun City/Menifee Area Plan to the north, and to existing Public/Quasi-Public land in cell #5457 in the Elsinore Area Plan to the west. Conservation within this Cell Group will range from 55% to 65% of the Cell Group focusing in the northern portion of the Cell Group.
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Table 2. Conservation within Criteria Cells
Criterial Cell Number Conservation Criteria
5455, 5558
Conservation within this Cell Group will contribute to assembly of Proposed Linkage

8. Conservation within this Cell Group will focus on coastal sage scrub, grassland, riparian scrub, woodland, and forest habitat. Areas conserved within this Cell Group will be connected to coastal sage scrub and grassland habitat proposed for conservation in cell #5558 to the east, to coastal sage scrub habitat proposed for conservation in cell #5456 also to the east and to existing Public/Quasi-Public lands in Cell Group K’ to the north. Conservation within this Cell Group will range from 60% to 70% of the Cell Group focusing in the northeastern portion of the Cell Group. 5559
Conservation within this cell will contribute to assembly of Proposed Linkage 8.

Conservation within this cell will focus on coastal sage scrub and grassland habitat.

Areas conserved within this cell will be connected to coastal sage scrub habitat proposed for conservation in cell #5456 to the north and to grassland, coastal sage scrub, riparian scrub, woodland, and forest habitat proposed for conservation in Cell Group L’ to the west. Conservation within this cell will be approximately 5% of the cell focusing in the northwestern portion of the cell.

A majority of the portion of the City north of I-15 is within a Criteria Area (i.e., contains Criteria Cells).

Table 2 provides a summary of the conservation criteria outlined in the MSHCP for each of these Criteria Cells.

1.5.3 Public Quasi-Public Lands

1.5.3.1 Public/Quasi-Public Lands in Reserve Assembly Analysis The eastern portion of the City contains PQP Lands. These are located north of I-15 and consist of PQP Lands owned by RCA; these areas are listed with respect to the Criteria Cells they overlap with or are adjacent to in Table 1.

The City also contains Additional Reserve Lands. These are located throughout the northern portion of the City, north of I-15. These are listed with respect to the Criteria Cells they overlap with or are adjacent to in Table 1.

A portion of the City is located in an area designated as Rural/Mountainous in the MSHCP Area; this area corresponds to where Bundy Canyon and Iodine Springs are found. The City is not located within areas designated as American Indian Lands or Lake.
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2.0 REGULATORY SETTING

2.1 Federal Regulations

2.1.1 Federal Endangered Species Act
The federal Endangered Species Act (ESA) protects plants and animals that are listed as endangered or threatened by the U.S. Fish and Wildlife Service (USFWS) and the National Marine Fisheries Service (NMFS). Section 9 of the ESA prohibits the taking of endangered wildlife, where taking is defined as “harass, harm, pursue, hunt, shoot, wound, kill, trap, capture, collect, or attempt to engage in such conduct” (50 Code of Federal Regulations [CFR] 17.3). For plants, this statute governs removing, possessing, maliciously damaging, or destroying any endangered plant on federal land and removing, cutting, digging up, damaging, or destroying any endangered plant on non-federal land in knowing violation of state law (16 U. S. Code [USC] 1538). Under Section 7 of the ESA, federal agencies are required to consult with the USFWS if their actions, including permit approvals or funding, could adversely affect a listed (or proposed) species (including plants) or its Critical Habitat. Through consultation and the issuance of a biological opinion, the USFWS may issue an incidental take statement allowing take of the species that is incidental to an otherwise authorized activity provided the activity will not jeopardize the continued existence of the species. Section 10 of the ESA provides for issuance of incidental take permits where no other federal actions are necessary provided a Habitat Conservation Plan (HCP) is developed.

2.1.1.1 Critical Habitat
Critical habitat is defined in Section 3 of the ESA as:

1. the specific areas within the geographical area, occupied by a species at the time it is listed in accordance with the ESA, that contain physical or biological features essential to the conservation of the species and that may require special management considerations or protection; and

2. specific areas outside the geographical area, occupied by a species at the time it is listed, after a determination that such areas are essential for the conservation of the species.

For inclusion in a critical habitat designation, habitat within the geographical area occupied by the species at the time it was listed must first have features that are essential to the conservation of the species.

Critical habitat designations identify, to the extent known and using the best scientific data available, the physical or biological features needed for life processes. Physical and biological features that are essential to the conservation of the species may require special management considerations or protection. These include, but are not limited to:
 space for individual and population growth and for normal behavior;  food, water, air, light, minerals, or other nutritional or physiological requirements;  cover or shelter;
 sites for breeding, reproduction, or rearing (or development) of offspring; or 1199
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 habitats that are protected from disturbance or are representative of the historic, geographical, and ecological distributions of a species.

2.1.1.2 Section 7
Section 7 of the ESA mandates that all federal agencies consult with USFWS or NMFS to ensure that federal agencies’ actions do not jeopardize the continued existence of a listed species or adversely modify critical habitat for listed species. If adverse effects to a species or its critical habitat are likely, the applicant must conduct a Biological Assessment (BA) for the purpose of analyzing the potential effects of the project on listed species and critical habitat to establish and justify an "effect determination." The USFWS or NMFS reviews the BA; if it concludes that the project may adversely affect a listed species or its habitat, it prepares a Biological Opinion (BO). Through consultation and the issuance of a BO, the USFWS or NMFS may issue an incidental take statement allowing take of the species that is incidental to an otherwise authorized activity provided the activity will not jeopardize the continued existence of the species. The BO may require implementation of "reasonable and prudent measures" to avoid or minimize adverse impacts on the species population(s) or adverse modification of critical habitat.

2.1.1.3 Section 10
When no discretionary action is being taken by a federal agency, but a project may result in the take of listed species, an Incidental Take Permit (ITP) under Section 10 of the federal ESA is necessary. The purpose of the ITP is to authorize the take of federally listed species that may result from an otherwise lawful activity. In order to obtain an ITP under Section 10, an application must be submitted that includes an HCP. In some instances, applicants, USFWS, or NMFS may determine that an HCP is necessary or prudent, even if a discretionary federal action will occur. The purpose of the HCP planning process associated with the permit application is to ensure that adequate minimization and mitigation for impacts to listed species and/or their habitat will occur.

2.1.2 Migratory Bird Treaty Act
The Migratory Bird Treaty Act (MBTA) implements international treaties between the U.S. and other nations devised to protect migratory birds, and any of their parts, eggs, and nests, from activities such as hunting, pursuing, capturing, killing, selling, and shipping, unless expressly authorized in the regulations or by permit (USFWS 1918). As authorized by the MBTA, the USFWS issues permits to qualified applicants for the following types of activities: falconry, raptor propagation, scientific collecting, special purposes (e.g., rehabilitation, education, migratory game bird propagation, and salvage), take of depredating birds, taxidermy, and waterfowl sale and disposal. The regulations governing migratory bird permits can be found in 50 CFR Part 13 General Permit Procedures and 50 CFR Part 21 Migratory Bird Permits. The State of California has incorporated the protection of birds in Sections 3503, 3503.5, 3513, and 3800 of the California Fish and Game Code.
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2.1.3 Bald and Golden Eagle Protection Act
The Bald and Golden Eagle Protection Act was enacted in 1940 and prohibits anyone, without a permit, from “taking” bald or golden eagles including their parts, nests, or eggs. Take is defined as pursue, shoot, shoot at, poison, wound, kill, capture, trap, collect, molest, or disturb. In addition to these protections, the Bald and Golden Eagle Protection Act provides protection for nesting sites. Nesting sites are protected not only when active but also when previously used. These nests are protected in the event that an eagle may return to the same nesting site.

2.1.4 Federal Clean Water Act
The U.S. Army Corps of Engineers (USACE) regulates discharge of dredged or fill material into waters of the U.S. under Section 404 of the Clean Water Act (CWA). Discharges of fill material is defined as the addition of fill material into waters of the U.S., including, but not limited to the following: placement of fill necessary for the construction of any structure, or impoundment requiring rock, sand, dirt, or other material for its construction; site development fills for recreational, industrial, commercial, residential, and other uses; causeways or road fills; and fill for intake and outfall pipes, and subaqueous utility lines [33 CFR Section 328.2(f)].

In addition, Section 401 of the CWA (33 USC 1341) requires any applicant for a federal license or permit to conduct any activity that may result in a discharge of a pollutant into waters of the U.S. to obtain a certification that the discharge will comply with the applicable effluent limitations and water quality standards. Section 401 Certification, “gives states and authorized tribes the authority to grant or waive certification of proposed federal licenses or permits that may discharge into waters of the U.S.” (33 USC 1251).

On May 25, 2023, the Supreme Court of the United States adopted a narrower definition of Waters of the U.S. in the case Sackett v. Environmental Protection Agency. Under the majority opinion, Waters of the U.S. refers to “geographical features that are described in ordinary parlance as ‘streams, oceans, rivers, and lakes’ and to adjacent wetlands that are “indistinguishable” from those bodies of water due to a continuous surface connection.”
On August 29, 2023, the Agencies issued a final rule to amend the final “Revised Definition of ‘Waters of the United States’” rule, published in the Federal Register on September 8, 2023. This final rule conforms the definition of “waters of the United States” to the U.S. Supreme Court’s May 25, 2023 decision in the case of Sackett v. Environmental Protection Agency. Parts of the January 2023 Rule are invalid under the Supreme Court’s interpretation of the CWA in the Sackett decision. Therefore, the Agencies have amended key aspects of the regulatory text to conform it to the Court’s decision.

Substantial impacts to wetland and non-wetland Waters of the U.S. (over 0.5 acre of impact) may require an individual permit. Projects that only minimally affect Waters of the U.S. (less than 0.5 acre of impact) may meet the conditions of one of the existing Nationwide Permits. A Water Quality Certification or waiver pursuant to Section 401 of the CWA is required for Section 404 permit actions. In California, this certification or waiver is typically issued by the Regional Water Quality Control Board (RWQCB). However, in the case of tribal lands that are held in trust, this certification or waiver is issued by the USACE. 1201
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2.1.5 Magnuson-Stevens Fishery Conservation and Management Act The Magnuson-Stevens Fishery Conservation and Management Act of 1976 (Magnuson-Stevens Act), as amended by the Sustainable Fisheries Act of 1996 (Public Law 104-267), establishes a requirement to describe and identify “Essential Fish Habitat” (EFH) in each federal Fishery Management Plan (FMP). EFH is defined as “those waters and substrate necessary to fish for spawning, breeding, feeding, or growth to maturity” (16 USC Section 1802[10]). Only species in a fishery management unit managed under a federal FMP are covered under EFH. The Magnuson-Stevens Act requires federal agencies to consult with the National Oceanic and Atmospheric Administration (NOAA) Fisheries Service (also known as the NMFS) when any activity proposed to be authorized, funded, or undertaken by a federal agency may adversely affect designated EFH. An adverse effect includes direct or indirect physical, chemical, or biological alteration and includes adverse changes to waters or substrate, species and their habitat, other ecosystem components, and quality and/or quantity of EFH.

2.1.6 Federal Rivers and Harbors Act
The Rivers and Harbors Appropriation Act of 1899, commonly known as the Rivers and Harbors Act, requires permits for all structures such as bridges, causeways, riprap and for other activities such as dredging which occur within navigable waters of the U.S. Navigable waters are defined as those that are subject to the ebb and flow of the tide and susceptible to use in their natural condition or by reasonable improvements as means to transport interstate or foreign commerce. The USACE grants or denies permits based on the effects on navigation.

2.1.7 Executive Order 11990- Protection of Wetlands
President Carter signed Executive Order (EO) 11990 on May 24, 1977, requiring federal agencies to avoid, to the extent possible, the long- and short-term adverse impacts associated with the destruction or modification of wetlands and to avoid direct or indirect support of new construction in wetlands wherever there is a practicable alternative. The term “wetlands” is defined as those areas that are inundated by surface or ground water with a frequency sufficient to support and under normal circumstances does or would support a prevalence of vegetative or aquatic life that requires saturated or seasonally saturated soil conditions for growth and reproduction. Examples of wetlands are also provided in the EO: wetlands generally include swamps, marshes, bogs, and similar areas, such as sloughs, potholes, wet meadows, river overflows, mud flats, and natural ponds. An Individual EO 11990 “Wetlands Only Practicable Alternative Finding” is required from the Federal Highway Administration (FHWA) if a state project is federally aided and involves fill in wetlands requiring a USACE Section 404 Individual or Nationwide Permit. An additional requirement is to provide early public involvement in projects affecting wetlands.

2.1.8 Executive Order 13112- Invasive Species Protection President Clinton signed EO 13112 on February 3, 1999, requiring federal agencies to combat the introduction or spread of invasive species in the United States. The order defines invasive species as “…any species, including its seeds, eggs, spores, or other biological material capable of propagating that species, that is not native to that ecosystem whose introduction does or is likely to cause economic or environmental harm or harm to human health.” FHWA guidance issued August 10, 1999, directs the use of 1202
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the state’s noxious weed list to define the invasive plants that must be considered as part of California Environmental Quality Act (CEQA) analysis for a proposed project.

2.1.9 National Environmental Policy Act
Signed into law on January 1, 1970, the National Environmental Policy Act (NEPA) requires all federal agencies to analyze the environmental impacts related to their proposed actions prior to making and implementing decisions or actions. This framework for evaluation of environmental and associated economic and social effects of proposed actions, described in 42 USC 4321, also provides the public opportunity to review and comment. Actions that are covered by NEPA include decision-making related to publicly owned facilities such as highways, permit applications, and federal land management.

2.2 State Regulations

2.2.1 California Endangered Species Act
The California ESA generally parallels the main provisions of the ESA but, unlike its federal counterpart, the California ESA also applies the take prohibitions to species proposed for listing (called candidates by the State). Section 2080 of the California Fish and Game Code prohibits the taking, possession, purchase, sale, and import or export of Endangered, Threatened, or Candidate species, unless otherwise authorized by permit or in the regulations. Take is defined in Section 86 of the California Fish and Game Code as “hunt, pursue, catch, capture, or kill, or attempt to hunt, pursue, catch, capture, or kill.” The California ESA allows for take incidental to otherwise lawful development projects. State lead agencies are required to consult with the California Department of Fish and Wildlife (CDFW) to ensure that any action they undertake is not likely to jeopardize the continued existence of any Endangered or Threatened species or result in destruction or adverse modification of essential habitat.

2.2.2 Fully Protected Species
The State of California first began to designate species as “fully protected” prior to the creation of the federal and California ESAs. Lists of fully protected species were initially developed to provide protection to those animals that were rare or faced possible extinction, and included fish, amphibians and reptiles, birds, and mammals. Fully protected species are identified in the California Fish and Game Code Section 4700 for mammals, Section 3511 for birds, Section 5050 for reptiles and amphibians, and Section 5515 for fish. Most fully protected species have since been listed as threatened or endangered under the federal and/or California ESAs. The regulations that implement the Fully Protected Species Statute (California Fish and Game Code Section 4700) provide that fully protected species may not be taken or possessed at any time. Furthermore, CDFW prohibits any state agency from issuing ITPs for fully protected species, except for necessary scientific research.

On July 10, 2023, Governor Gavin Newsom signed Senate Bill 147 into law and thereby amending California’s statutes for fully protected species. The amendments create a temporary, 10-year permitting regime that allows proponents of a limited, defined set of projects to pursue authorization from CDFW to proceed even where there could be take of one or more fully protected species. Activities for which project proponents may seek a permit are:
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 A maintenance, repair, or improvement project to the State Water Project undertaken by the Department of Water Resources.
 A maintenance, repair, or improvement project to critical regional or local water agency infrastructure.
 A transportation project undertaken by a state, regional, or local agency, that does not increase highway or street capacity for automobile or truck travel.  A wind project and any appurtenant infrastructure improvement.  A solar photovoltaic project and any appurtenant infrastructure improvement.

2.2.3 Native Plant Protection Act
The Native Plant Protection Act (NPPA) of 1977 (California Fish and Game Code Sections 1900-1913) was created with the intent to “preserve, protect and enhance rare and endangered plants in this State.” The NPPA is administered by CDFW. The California Fish and Game Commission (Commission) has the authority to designate native plants as “endangered” or “rare” and to protect endangered and rare plants from take. The California ESA of 1984 (California Fish and Game Code Section 2050-2116) provided further protection for rare and endangered plant species, but the NPPA remains part of the California Fish and Game Code.

2.2.4 California Fish and Game Code

2.2.4.1 Section 86, 2000, and 3007
Section 86 defines “take” as hunt, pursue, catch, capture, or kill, or attempt to hunt, pursue, catch, capture, or kill. Section 2000 states that it is unlawful to take a bird, mammal, fish, reptile, or amphibian. Section 3007 states that it is unlawful to take a bird or mammal without a license or entitlement to do so.

2.2.4.2 Section 1600
Section 1600 provides for the protection and conservation of fish and wildlife resources throughout the state.

2.2.4.3 Section 1602
Section 1602 requires any person, state, local government agency, or public utility proposing a project that may affect a river, stream, or lake to notify CDFW before beginning the project. A Lake or Streambed Alteration Agreement is required if activities will result in the diversion or obstruction of the natural flow of a stream; substantially alter its bed, channel, or bank; impact riparian vegetation; or adversely affect existing fish and wildlife resources. In Title 14 of the California Code of Regulations (CCR), Section 1.72, the CDFW defines a stream (including creeks and rivers) as “a body of water that flows at least periodically or intermittently through a bed or channel having banks and supports fish or other aquatic life. This 1204
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includes watercourses having a surface or subsurface flow that support or has supported riparian vegetation.”
CDFW jurisdiction includes drainages with a definable bed, bank, or channel with the jurisdictional limit being the top of bank. It also includes areas that support intermittent, perennial, or subsurface flows; supports fish or other aquatic life; or supports riparian or hydrophytic vegetation.

CDFW reviews the proposed actions and, if necessary, submits to the Applicant a proposal for measures to protect affected fish and wildlife resources. The final proposal that is mutually agreed upon by CDFW and the Applicant is the Streambed Alteration Agreement (SAA). Often, projects that require an SAA also require a permit from the U.S. Army Corps of Engineers under Section 404 of the Clean Water Act. In these instances, the conditions of the Section 404 permit and the SAA may overlap.

2.2.4.4 Section 2014
Section 2014 states that it is the policy of the State to conserve its natural resources and prevent the willful or negligent destruction of birds, mammals, fish, reptiles, or amphibia. The Section further explains that the State may recover damages if destruction is caused to these resources and outlines how damages are measured, actions to recover damages, persons or agencies that are excluded from coverage of this Section, and a definition of local agency.

2.2.4.5 Section 4150
Section 4150 of the California Fish and Game Code prohibits incidental or deliberate “take” of non-game mammals, including bats. Disturbance (e.g., noise, lighting) and displacement of bats from roosts and important foraging areas can potentially result in increased susceptibility to predation, reduced quality of thermal and social environments, reduced foraging efficiencies, and reduced reproductive success of maternity roosts (California Department of Transportation [Caltrans] 2016).

2.2.4.6 Special Protection for Birds
In addition to protections contained within the California ESA, the California Fish and Game Code includes several sections that specifically protect certain birds:
 Section 3800 states that it is unlawful to take nongame birds, such as those occurring naturally in California that are not resident game birds, migratory game birds, or fully protected birds, except when in accordance with regulations of the California Fish and Game Commission or a mitigation plan approved by CDFW for mining operations.
 Section 3503 prohibits the take, possession, or needless destruction of the nest or eggs of any bird.
 Section 3503.5 protects birds of prey (which includes eagles, hawks, falcons, kites, ospreys, and owls) and prohibits the take, possession, or destruction of any birds and their nests. 1205
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 Section 3505 makes it unlawful to take, sell, or purchase egrets, ospreys, and several exotic nonnative species, or any part of these birds.  Section 3513 specifically prohibits the take or possession of any migratory nongame bird as designated in the MBTA.

2.2.5 California Wild and Scenic Rivers Act
The California Wild and Scenic Rivers Act establishes a policy that certain rivers which possess extraordinary scenic, recreational, fishery, or wildlife values be preserved in their free-flowing state, together with their immediate environments. Where applicable, FHWA consults with the managing agencies on projects that affect designated rivers or their immediate environments to reduce potential conflicts with wild and scenic river values that are protected by the act.

2.2.6 Porter-Cologne Water Quality Control Act
The Porter-Cologne Water Quality Control Act requires “any person discharging waste, or proposing to discharge waste, within any region that could affect the waters of the State to file a report of discharge” with the RWQCB through State Wetland Definition and Procedures for Discharges of Dredged or Fill Material to Waters of the State (Procedures) (California Code of Regulations [CCR], title 23, Section 3855) (State Water Resources Control Board 2021). Waters of the State is defined as any surface water or groundwater, including saline waters, within the boundaries of the state (California Water Code Section 13050[e]). Pollution is defined as an alteration of the quality of the waters of the State by waste to a degree that unreasonably affects its beneficial uses (California Water Code Section 13050) and includes filling in waters of the State. Note that CCR, title 23, Section 3855 applies only to individual water quality certifications, but the new Procedures extend the application of Section 3855 to individual waste discharge requirements for discharges of dredged or fill material to waters of the State and waivers thereof.

2.2.7 California Environmental Quality Act
In accordance with CEQA Guidelines Section 15380, a species or subspecies not specifically protected under the federal or California ESAs or NPPA may be considered endangered, rare, or threatened for CEQA review purposes if the species meets certain criteria specified in the CEQA Guidelines. These criteria parallel the definitions used in the ESA, California ESA, and NPPA. Section 15380 was included in the CEQA Guidelines primarily to address situations in which a project under review may have a significant effect on a species that has not been listed under the ESA, California ESA, or NPPA, but that may meet the definition of endangered, rare, or threatened. Animal species identified as Species of Special Concern (SSC) by CDFW, birds identified as Birds of Conservation Concern (BCC) by USFWS, and plants identified by the California Native Plant Society (CNPS) as rare, threatened, or endangered may meet the CEQA definition of rare or endangered.
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2.2.7.1 Species of Special Concern
CDFW defines an SSC as a species, subspecies, or distinct population of an animal native to California that are not legally protected under the federal ESA, California ESA, or California Fish and Game Code, but currently satisfies one or more of the following criteria:
 The species has been completely extirpated from the state or, as in the case of birds, it has been extirpated from its primary seasonal or breeding role.
 The species is federally (but not state) listed as threatened or endangered or meets the state definition of threatened or endangered but has not been formally listed.  The species has or is experiencing serious (noncyclical) population declines or range retractions (not reversed) that, if continued or resumed, could qualify it for state threatened or endangered status.
 The species has naturally small populations that exhibit high susceptibility to risk from any factor that, if realized, could lead to declines that would qualify it for state threatened or endangered status.
 SSC are typically associated with habitats that are threatened.

Depending on the policy of the lead agency, projects that result in substantial impacts to SSC may be considered significant under CEQA.

2.2.7.2 California Rare Plant Ranks
The CNPS maintains the Inventory of Rare and Endangered Plants of California (CNPS 2023a), which provides a list of plant species native to California that are threatened with extinction, have limited distributions, or low populations. Plant species meeting one of these criteria are assigned to one of six California Rare Plant Ranks (CRPRs). The ranking system was developed in collaboration with government, academia, non-governmental organizations, and private sector botanists, and is jointly managed by CDFW and the CNPS. The CRPRs are currently recognized in the California Natural Diversity Database (CNDDB).

The following are definitions of the CNPS CRPRs:
 Rare Plant Rank 1A – presumed extirpated in California and either rare or extinct elsewhere.  Rare Plant Rank 1B – rare, threatened, or endangered in California and elsewhere.  Rare Plant Rank 2A – presumed extirpated in California, but more common elsewhere.  Rare Plant Rank 2B – rare, threatened, or endangered in California but more common elsewhere.  Rare Plant Rank 3 – a review list of plants about which more information is needed.  Rare Plant Rank 4 – a watch list of plants of limited distribution.

Additionally, CNPS has defined Threat Ranks that are added to the CRPR as an extension. Threat Ranks designate the level of threat on a scale of 1 through 3, with 1 being the most threatened and 3 being the 1207
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least threatened. Threat Ranks are generally present for all plants ranked 1B, 2B, or 4, and for the majority of plants ranked 3. Plant species ranked 1A and 2A (presumed extirpated in California) and some species ranked 3, which lack threat information, do not typically have a Threat Rank extension. The following are definitions of the CNPS Threat Ranks:
 Threat Rank 0.1 – Seriously threatened in California (more than 80 percent of occurrences threatened/high degree and immediacy of threat).
 Threat Rank 0.2 – Moderately threatened in California (20 to 80 percent occurrences threatened/moderate degree and immediacy of threat).
 Threat Rank 0.3 – Not very threatened in California (less than 20 percent of occurrences threatened/low degree and immediacy of threat or no current threats known).

Factors such as habitat vulnerability and specificity, distribution, and condition of occurrences are considered in setting the Threat Rank; and differences in Threat Ranks do not constitute additional or different protection (CNPS 2023a).

Depending on the policy of the lead agency, substantial impacts to plants ranked 1A, 1B, 2, and 3 are typically considered significant under CEQA Guidelines Section 15380. Significance under CEQA is typically evaluated on a case-by-case basis for plants ranked 4 and at the discretion of the CEQA lead agency.

2.2.7.3 Sensitive Natural Communities
The CDFW maintains the California Natural Community List (CDFW 2023a), which provides a list of vegetation alliances, associations, and special stands as defined in The Manual of California Vegetation (CNPS 2023b), along with their respective state and global rarity ranks. Natural communities with a state rarity rank of S1, S2, or S3 are considered sensitive natural communities. Depending on the policy of the lead agency, impacts to sensitive natural communities may be considered significant under CEQA.

2.2.7.4 California Oak Woodlands Conservation Act
The California Oak Woodlands Conservation Act was passed in 2001 and provides funding for conservation and protection of California oak woodlands. This act mandates the California Wildlife Conservation Board to establish a grant program designed to protect and restore oak woodlands using conservation easements, cost-share and long-term agreements, technical assistance, and public education and outreach. The grant program provides incentives designed to foster the voluntary conservation of oak woodlands.

To participate in the Oak Woodlands Conservation Program, a county or city shall adopt an Oak Woodlands Management Plan through a resolution. The county or city must prepare statements expressing support for landowners that participate in the Oak Woodlands Conservation Program and must certify that individual proposals are consistent with the county or city Oak Woodlands Management Plan.
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2.2.7.5 CEQA Significance Criteria
Section 15064.7 of the CEQA Guidelines encourages local agencies to develop and publish the thresholds the agency uses in determining the significance of environmental effects caused by projects under its review. However, agencies may also rely upon the guidance provided by the expanded Initial Study checklist contained in Appendix G of the CEQA Guidelines. Appendix G provides examples of impacts that would normally be considered significant. Based on these examples, impacts to biological resources would normally be considered significant if the project would:
 have a substantial adverse effect, either directly or through habitat modifications, on any species identified as a candidate, sensitive, or special-status species in local or regional plans, policies, or regulations, or by CDFW or USFWS;
 have a substantial adverse effect on any riparian habitat or other sensitive natural community identified in local or regional plans, policies, regulations or by CDFW or USFWS;  interfere substantially with the movement of any native resident or migratory fish or wildlife species, or with established native resident or migratory wildlife corridors, or impede the use of native wildlife nursery sites;
 conflict with any local policies or ordinances protecting biological resources, such as a tree preservation policy or ordinance; and
 conflict with the provisions of an adopted HCP, Natural Community Conservation Plan, or other approved local, regional, or state HCP.

An evaluation of whether an impact on biological resources would be substantial must consider both the resource itself and how that resource fits into a regional or local context. Substantial impacts would be those that would diminish, or result in the loss of, an important biological resource, or those that would obviously conflict with local, state, or federal resource conservation plans, goals, or regulations. Impacts are sometimes locally important but not significant according to CEQA. The reason for this is that although the impacts would result in an adverse alteration of existing conditions, they would not substantially diminish, or result in the permanent loss of an important resource on a population-wide or region-wide basis.

2.3 Local Policies, Ordinances, and Other Plans

2.3.1 Riverside County/Wildomar General Plan
The City of Wildomar does not currently have an independent, city-specific General Plan. Rather, it has adopted the Riverside County General Plan (Riverside County/Wildomar General Plan). The Riverside County/Wildomar General Plan is currently the City’s principal policy document for future conservation and development. The General Plan addresses all aspects of development, including land use; circulation and transportation; open space, natural resources, and conservation; public facilities and services; safety; and noise.
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2.3.1.1 Open Space, Habitat, and Natural Resource Preservation Within the Riverside County General Plan the following policies are in place to allow for the preservation of open space, habitat, and natural resources. Those that pertain to biological resources are listed below; however, a complete list can be found in the General Plan document (RCIP 2003a):

LU 8.1 Provide for permanent preservation of open space lands that contain important natural resources, hazards, water features, watercourses, and scenic and recreational values.

LU 8.2 Require that development protect environmental resources by compliance with the Multipurpose Open Space Element of the General Plan and Federal and State regulations such as CEQA, NEPA, the Clean Air Act, and the Clean Water Act.

LU 8.4 Allow development clustering and/or density transfers in order to preserve open space, natural resources, and/or biologically sensitive resources.

OS 5.5 New development shall preserve and enhance existing native riparian habitat and prevent obstruction of natural watercourses. Incentives shall be utilized to the maximum extent possible.

OS 5.6 Identify and, to the maximum extent possible, conserve remaining upland habitat areas adjacent to wetland and riparian areas that are critical to the feeding, hibernation, or nesting of wildlife species associated with these wetland and riparian areas.

OS 6.1 During the development review process, ensure compliance with the Clean Water Act’s Section 404 in terms of wetlands mitigation policies and policies concerning fill material in jurisdictional wetlands.

OS 6.2 Preserve buffer zones around wetlands where feasible and biologically appropriate.

OS 6.3 Consider wetlands for use as natural water treatment areas that will result in improvement of water quality.

OS 8.1 Cooperate with federal and state agencies to achieve the sustainable conservation of forest land as a means of providing open space and protecting natural resources and habitat lands included within the MSHCPs.

The following policies were adopted in the update to the Riverside County General Plan in 2021 for the Land Use Element section. Those that pertain to biological resources are listed below, however, a complete list can be found in the updated General Plan document (Riverside County Planning Department 2015):

LU 9.1 Provide for permanent preservation of open space lands that contain important natural resources, cultural resources, hazards, water features, watercourses including arroyos and canyons, and scenic and recreational values.
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LU 9.2 Require that development protect environmental resources by compliance with the Multipurpose Open Space Element of the General Plan and federal and state regulations such as CEQA, NEPA, the Clean Air Act, and the Clean Water Act.

LU 9.4 Allow development clustering and/or density transfers in order to preserve open space, natural resources, cultural resources, and biologically-sensitive resources. Wherever possible, development on parcels containing 100-year floodplains, blueline streams, and other higherorder watercourses, and areas of steep slopes adjacent to them shall be clustered to keep development out of watercourse and adjacent steep slope areas, and to be compatible with other nearby land uses.

LU 24.1 With respect to properties designated either as Open Space-Conservation, Open SpaceConservation Habitat, or Open Space- Water on the area plan land use maps: Cooperate with the CDFW, USFWS, and any other appropriate agencies in establishing programs for the voluntary protection, and where feasible, voluntary restoration of significant environmental habitats.

The following policies were adopted in the update to the Riverside County General Plan in 2021 for the Multipurpose Open Space Element section. Those that pertain to biological resources are listed below; however, a complete list can be found in the updated General Plan document (Riverside County Planning Department 2015):

OS 5.1 Substantially alter floodways or implement other channelization only as a “last resort,” and limit the alteration to:
c. projects where the primary function is improvement of fish and wildlife habitat.

OS 5.2 If substantial modification to a floodway is proposed, design it to reduce adverse environmental effects to the maximum extent feasible, considering the following factors:
c. wildlife habitat and linkages.

OS 5.3 Based upon site, specific study, all development shall be set back from the floodway boundary a distance adequate to address the following issues:
c. riparian or wetland buffer;
d. wildlife movement corridor or linkage.

OS 5.6 Identify and, to the maximum extent possible, conserve remaining upland habitat areas adjacent to wetland and riparian areas that are critical to the feeding, hibernation, or nesting of wildlife species associated with these wetland and riparian areas. 1211
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OS 6.1 During the development review process, ensure compliance with the Clean Water Act’s Section 404 in terms of wetlands mitigation policies and policies concerning fill material in jurisdictional wetlands.

OS 6.2 Preserve buffer zones around wetlands where feasible and biologically appropriate.

OS 6.3 Consider wetlands for use as natural water treatment areas that will result in improvement of water quality.

OS 8.1 Cooperate with federal and state agencies to achieve the sustainable conservation of forest land as a means of providing open space and protecting natural resources and habitat lands included within the MSHCPs.

OS 8.2 Support conservation programs to reforest privately held forest lands.

2.3.1.2 Watersheds, Floodplains, and Watercourse Policies The Elsinore Area Plan, part of the Riverside County General Plan, addresses conservation policies that pertain to cities within its sphere of influence. Watersheds, such as the Santa Margarita River watershed, and watercourses, such as Murrieta Creek, are described as providing corridors for wildlife movement and linkage to open spaces. To protect these areas the following policy is in place to protect these areas:

ELAP 14.1 Protect the Santa Margarita watershed and habitat and provide recreational opportunities and flood protection through adherence to the policies found in the Open Space, Habitat, and Natural Resources Preservation section of the General Plan Land Use Element and the Environmentally Sensitive Lands, Floodplain and Riparian Area Management, Wetlands, and Open Space, Parks and Recreation sections of the Multipurpose Open Space Element (Riverside County Planning Department 2015).

2.3.1.3 Oak Tree Preservation
The Elsinore Area Plan contains significant oak woodland areas that it aims to protect with the following policy:

ELAP 16.1 Protect viable oak woodlands through adherence to the Oak Tree Management Guidelines adopted by Riverside County and the Vegetation section of the Multipurpose Open Space Element of the General Plan (Riverside County Planning Department 2015).

The Riverside County General Plan (RCIP 2003a) also lists the following policies related to oak tree and native tree preservation:

OS 9.3 Maintain and conserve superior examples of native trees, natural vegetation, stands of established trees, and other features for ecosystems, aesthetic, and water conservation purposes.

OS 9.4 Conserve the oak tree resources in the County.
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The following policies were adopted in the update to the Riverside County General Plan in 2021 for the Open Space Element section and relate to Vegetation (Riverside County Planning Department 2015):

OS 9.6 Conserve important traditional Native American plant gathering resource areas.

2.3.2 Riverside County Oak Tree Management Guidelines
The guidelines presented in this section are meant to “address the treatment of oak woodlands in areas where zoning and/or general plan density restrictions will allow the effective use of clustering.” These guidelines are meant to reduce project impacts to oak trees to a level to a low level of significance, however, they do not exempt a project from being reviewed pursuant to CEQA.

Below is a summary of the guidelines. A complete list of all definitions and guidelines can be found here:
https://planning.rctlma.org/riverside-county-oak-tree-managementguidelines#:~:text=Landscaping%2C%20trenching%20or%20irrigation%20systems,oak%20tree%20shall% 20be%20avoided.
 A biological study will be required for all applications on properties that contain oak trees. This will include an inventory of vegetation including the location and size of individual oak trees that are two inches diameter-at-breast-height or larger. This includes the evaluation of dead or dying trees for their potential value to cavity nesting birds.  Impacts of the proposed development identified and quantified.  Options for mitigation measures if impacts cannot be avoided.  A biological report including mitigation, consistent with CEQA and applicable State or County codes and ordinances.

2.3.3 Western Riverside County Multiple Species Habitat Conservation Plan The Western Riverside County MSHCP is a comprehensive, multi-jurisdictional HCP focusing on conservation of species and their associated habitats in western Riverside County. The MSHCP identifies 146 species, referred to as “Covered Species,” for which the federal and California ESAs “take” authorization has been granted to signatories to the plan as long as they comply with its requirements. Of the 146 Covered Species within the MSHCP, 118 are considered to be “adequately conserved.” The remaining 28 Covered Species will be considered to be adequately conserved when certain landmark conservation requirements are met during the course of future development. The goal of the MSHCP is to maintain the biological and ecological diversity within a rapidly urbanizing region while also improving the future economic development in the county by providing an efficient, streamlined regulatory process through which development can proceed in and efficient way.

The approval of the MSHCP and execution of the Implementing Agreement (IA) by the wildlife agencies allows signatories of the IA to issue “take” authorizations for all species covered by the MSHCP, including state- and federally listed species, as well as other identified sensitive species and/or their habitats. Each city of local jurisdiction will impose a Development Mitigation Fee for projects within their jurisdiction.

With payment of the mitigation fee to the county and compliance with the survey requirements of the 1213
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MSHCP where required, full mitigation in compliance with CEQA, NEPA, the California ESA, and the ESA will be granted. The Development Mitigation Fee varies according to project size and project description and is dependent on development density (Riverside County Ordinance No. 810.2). Payment of the mitigation fee and compliance with the requirements of Section 6.0 of the MSHCP are intended to provide full mitigation under CEQA, NEPA, and the California and federal ESAs for impacts to the species and habitats covered by the MSHCP, pursuant to agreements with USFWS, CDFW, and/or any other appropriate participating regulatory agencies as set forth in the IA for the MSHCP.

2.3.3.1 Multipurpose Open Space Element
Within the Riverside County General Plan the following policies are in place to allow for the preservation of open space, habitat, and natural resources. Those that pertain to biological resources are listed below; however, a complete list can be found in the General Plan document (RCIP 2003a):

OS 17.1 Enforce the provisions of applicable MSHCP’s, if adopted, when conducting review of development applications.

OS 17.2 Enforce the provisions of applicable MSHCP’s, if adopted, when developing transportation or other infrastructure projects that have been designated as covered activities in the applicable MSHCP.

OS 17.3 Enforce the provisions of applicable MSHCP’s, if adopted, when conducting review of possible general plan amendments and/or zoning changes.

OS 17.4 Require the preparation of biological reports in compliance with Riverside County Planning Department Biological Report Guidelines for development related uses that require discretionary approval to assess the impacts of such development and provide mitigation for impacts to biological resources until such time as the Coachella Valley MSHCP and/or Western Riverside County MSHCP are adopted or should one or both MSHCP’s not be adopted.

OS 17.5 Establish baseline ratios for mitigating the impacts of development related uses to rare, threatened, and endangered species and their associated habitats to be used until such time as the Coachella Valley MSHCP and/or Western Riverside County MSHCP are adopted or should one or both MSHCP’s not be adopted.

OS 18.1 Preserve multi-species habitat resources in the County of Riverside through the enforcement of the provisions of applicable MSHCP’s, if adopted.

OS 18.2 Provide incentives to landowners that will encourage the protection of significant resources in the County beyond the preservation and/or conservation required to mitigate project impacts.

The following policies were adopted in the update to the Riverside County General Plan in 2021 for the Multipurpose Open Space Element section. Those that pertain to biological resources are listed below, 1214
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however, a complete list can be found in the updated General Plan document (Riverside County Planning Department 2015):

OS 17.1 Enforce the provisions of applicable MSHCP’s and implement related Riverside County policies when conducting review of possible legislative actions such as general plan amendments, zoning ordinance amendments, etc. including policies regarding the handling of private and public stand alone applications for general plan amendments, lot line adjustments and zoning ordinance amendments that are not accompanied by, or associated with, an application to subdivide or other land use development application. Every stand alone application shall require an initial Habitat Evaluation and Acquisition Negotiation Process (HANS) assessment and such assessment shall be made by the Planning Department’s Environmental Programs Division.

Habitat assessment and species specific focused surveys shall not be required as part of this initial HANS assessment for stand alone applications but will be required when a development proposal or land use application to subsequently subdivide, grade or build on the property is submitted to the County.

OS 17.2 Enforce the provisions of applicable MSHCP’s and implement related Riverside County policies when conducting review of development applications.

OS 17.3 Enforce the provisions of applicable MSHCP’s and implement related Riverside County policies when developing transportation or other infrastructure projects that have been designated as covered activities in the applicable MSHCP.

OS 18.1 Preserve multi-species habitat resources in the County of Riverside through the enforcement of the provisions of applicable MSHCP’s and through implementing related Riverside County policies.

OS 18.2 Provide incentives to landowners that will encourage the protection of significant resources in the county beyond the preservation and/pr conservation required to mitigate project impacts.

OS 18.3 Prohibit the planting or introduction of invasive, non-native species to watercourses, their banks, riparian areas, or buffering setbacks.

2.3.4 Stephens’ Kangaroo Rat Conservation Plan
Within Riverside County there is an established Long-Term Stephens’ kangaroo rat HCP (Appendix C). The Stephens’ kangaroo rat conservation plan is administered by the Riverside County Habitat Conservation Agency (RCHCA) and aims to conserve 15,000 acres of occupied Stephens’ kangaroo rat habitat. To date, more than 46,000 acres have been assembled in western Riverside County for this species. The RCHCA has a Section 10A permit granted by USFWS that allows for take of Stephens’ kangaroo rat as part of development activity. The federal ESA defines take as any attempt to harass, harm, pursue, hunt, shoot, wound, kill, trap, capture or collect, or to attempt to engage in any such conduct as it relates to Stephens’ kangaroo rat. As individual projects are proposed and approved in the Stephens’ kangaroo rat Plan Area, public and private land developers are required to pay a Stephens’ kangaroo rat mitigation fee for land 1215
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that is developed and removes Stephens’ kangaroo rat habitat. This streamlined process benefits developers in the Stephens’ kangaroo rat Plan Area because projects within this area do not require individual review and approval by the wildlife agencies.

Developers benefit from the streamlined process in the Stephens’ kangaroo rat Plan Area because projects within this area do not require individual review and approval by the wildlife agencies. The activities covered by the plan fall into three categories:

1. Actions by private landowners, local and regional public agencies, public and private utilities, and farmers that are otherwise lawful but constitute incidental take of Stephens’ kangaroo rat as defined by the federal and California ESA;

2. Establishment and management of permanent Stephens’ kangaroo rat reserves by the RCHCA in cooperation with other public agencies and individual landowners; and

3. Implementation by the RCHCA and its member agencies of the conservation, mitigation, and monitoring measures specified in this plan.

The Mitigation Fee is $500 per gross acre of the parcels proposed for development within the Stephens’ kangaroo rat HCP Fee Area.

3.0 METHODS

3.1 Literature Review
The following resources were reviewed to determine the special-status species that have been documented in or in the vicinity of the City and therefore have a potential to occur within the City or may be potentially affected by activities within the City.
 CDFW CNDDB for City of Wildomar County, California (CDFW 2023b).  Calflora Plant Database (Calflora 2023).
 USFWS Information, Planning, and Consultation System (IPaC) Resource Report List for City of Wildomar, California (USFWS 2023a).
 CNPS Electronic Inventory of Rare and Endangered Plants of California data for City of Wildomar, California (CNPS 2023a).
 NMFS Resources data for City of Wildomar, California (NOAA 2023a).  NOAA Essential Fish Habitat Mapper (NOAA 2023b).
 USFWS National Wetland Inventory (NWI; USFWS 2023b).
 USFWS Online Critical Habitat Mapper (USFWS 2023c).
 Natural Resources Conservation Service (NRCS) Web Soil Survey (NRCS 2023a and 2023b). 1216
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 2003 County of Riverside General Plan (RCIP 2003a).
 2015 County of Riverside General Plan (Riverside County Planning Department 2015).  Elsinore Area Plan (Riverside County Planning Department 2021b).

The results of the database queries are included in Appendix D.

4.0 RESULTS
This section includes an overview of the existing conditions of the City. The majority of the information in this section is from the Riverside County General Plan (2003, 2015) and Elsinore Area Plan (2021).

4.1 Site Characteristics and Land Use
The City is located south of the City of Lake Elsinore in a valley between the Santa Ana Mountains and Gavilan and Sedco Hills. The City has an elevational range of approximately 2,324 to 1,566 feet amsl from west to east and 1,187 to 1,777 feet amsl from south to north. Due to its location, there is a variety of biological communities. The City includes one geographic subregion: Peninsular Ranges (Jepson eFlora 2023).

4.2 Soils
According to the NRCS, there are 112 soil units mapped within the City. Of these mapped soil units, there are 13 soil units that have a hydric rating and/or may contain hydric components. These are summarized in Table 3 and shown in Figure 3.

Table 3. NRCS Soil Types
Map Unit
Symbol Map Unit Name Hydric Rating
145 Cieneba-Rock outcrop complex, 30 to 75 percent slopes – 147 Corralitos loamy sand, moderately fine substratum Predominantly non-hydric 156 Hanford sandy loam, 2 to 9 percent slopes –
187 Ramona gravelly fine sandy loam, 9 to 15 percent slopes – 198 Soboba cobbly loamy sand, 0 to 15 percent slopes Predominantly non-hydric AtC2 Arlington and Greenfield fine sandy loams, 2 to 8 percent slopes, eroded –
AtD2 Arlington and Greenfield fine sandy loams, 8 to 15 percent slopes, eroded –
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Table 3. NRCS Soil Types
Map Unit
Symbol Map Unit Name Hydric Rating
AtF3 Arlington and Greenfield fine sandy loams, 15 to 35 percent slopes, severely eroded –
AyF Auld cobbly clay, 8 to 50 percent slopes –
CaC2 Cajalco fine sandy loam, 2 to 8 percent slopes, eroded – CaD2 Cajalco fine sandy loam, 8 to 15 percent slopes, eroded – CaF2 Cajalco fine sandy loam, 15 to 35 percent slopes, eroded – CbD2 Cajalco rocky fine sandy loam, 5 to 15 percent slopes, eroded – CbF2 Cajalco rocky fine sandy loam, 15 to 50 percent slopes, eroded – Ce Chino silt loam, drained –
Cf Chino silt loam, drained, saline-alkali –
Cg Chino silt loam, drained, strongly saline-alkali –
ChC Cieneba sandy loam, 5 to 8 percent slopes –
ChD2 Cieneba sandy loam, 8 to 15 percent slopes, eroded – ChF2 Cieneba sandy loam, 15 to 50 percent slopes, eroded – CkD2 Cieneba rocky sandy loam, 8 to 15 percent slopes, eroded – CkF2 Cieneba rocky sandy loam, 15 to 50 percent slopes, eroded – EcD2 Escondido fine sandy loam, 8 to 15 percent slopes, eroded – EcE2 Escondido fine sandy loam, 15 to 25 percent slopes, eroded – EnC2 Exeter sandy loam, 2 to 8 percent slopes, eroded – EoB Exeter sandy loam, slightly saline-alkali, 0 to 5 percent slopes – EpA Exeter sandy loam, deep, 0 to 2 percent slopes –
EwB Exeter very fine sandy loam, 0 to 5 percent slopes – FaD2 Fallbrook sandy loam, 8 to 15 percent slopes, eroded – FbC2 Fallbrook sandy loam, shallow, 5 to 8 percent slopes, eroded – 1218
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Table 3. NRCS Soil Types
Map Unit
Symbol Map Unit Name Hydric Rating
FbF2 Fallbrook sandy loam, shallow, 15 to 35 percent slopes, eroded – FcF2 Fallbrook rocky sandy loam, shallow, 15 to 50 percent slopes, eroded –
FfC2 Fallbrook fine sandy loam, 2 to 8 percent slopes, eroded – FkD2 Fallbrook fine sandy loam, shallow, 8 to 15 percent slopes, eroded – FwE2 Friant fine sandy loam, 5 to 25 percent slopes, eroded – GdD2 Garretson gravelly very fine sandy loam, 8 to 15 percent slopes, eroded –
GhC Gorgonio loamy sand, 0 to 8 percent slopes –
GhD Gorgonio loamy sand, 8 to 15 percent slopes –
GkD Gorgonio loamy sand, channeled, 2 to 15 percent slopes Predominately non-hydric GlC Gorgonio loamy sand, deep, 2 to 8 percent slopes –
GP Gravel pits –
GtA Grangeville fine sandy loam, drained, 0 to 2 percent slopes – GuB Grangeville fine sandy loam, poorly drained, saline-alkali, 0 to 5 percent slopes Predominately non-hydric
GvB Grangeville fine sandy loam, saline-alkali, 0 to 5 percent slopes – GyA Greenfield sandy loam, 0 to 2 percent slopes –
GyC2 Greenfield sandy loam, 2 to 8 percent slopes, eroded – GyD2 Greenfield sandy loam, 8 to 15 percent slopes, eroded – GyE2 Greenfield sandy loam, 15 to 25 percent slopes eroded – GzG Gullied land –
HcA Hanford coarse sandy loam, 0 to 2 percent slopes –
HcC Hanford coarse sandy loam, 2 to 8 percent slopes –
HcD2 Hanford coarse sandy loam, 8 to 15 percent slopes, eroded – 1219
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Table 3. NRCS Soil Types
Map Unit
Symbol Map Unit Name Hydric Rating
HdD2 Hanford cobbly coarse sandy loam, 2 to 15 percent slopes, eroded Predominately non-hydric HfD Hanford sandy loam, 2 to 15 percent slopes Predominately non-hydric HgA Hanford fine sandy loam, 0 to 2 percent slopes –
HnC Honcut sandy loam, 2 to 8 percent slopes –
HnD2 Honcut sandy loam, 8 to 15 percent slopes –
HuC2 Honcut loam, 2 to 8 percent slopes, eroded –
LaC Las Posas loam, 2 to 8 percent slopes –
LaC2 Las Posas loam, 5 to 8 percent slopes, eroded –
LaD2 Las Posas loam, 8 to 15 percent slopes, eroded –
LaE3 Las Posas loam, 9 to 25 percent slopes, severely eroded – LcD2 Las Posas stony loam, 8 to 15 percent slopes, eroded – LkD2 Las Posas rocky loam, 8 to 15 percent slopes, eroded – LkF3 Las Posas rocky loam, 15 to 50 percent slopes, severely eroded – LoF2 Lodo gravelly loam, 15 to 50 percent slopes, eroded – LpE2 Lodo rocky loam, 9 to 25 percent slopes, eroded –
LpF2 Lodo rocky loam, 25 to 50 percent slopes, eroded – MmB Monserate sandy loam, 0 to 5 percent slopes –
MmC2 Monserate sandy loam, 5 to 8 percent slopes, eroded – MmD2 Monserate sandy loam, 8 to 15 percent slopes, eroded – MmE3 Monserate sandy loam, 15 to 25 percent slopes, severely eroded – MnD2 Monserate sandy loam, shallow, 5 to 15 percent slopes, eroded – MnE3 Monserate sandy loam, shallow, 15 to 25 percent slopes, severely eroded –
PaA Pachappa fine sandy loam, 0 to 2 percent slopes –
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Table 3. NRCS Soil Types
Map Unit
Symbol Map Unit Name Hydric Rating
PaC2 Pachappa fine sandy loam, 2 to 8 percent slopes, eroded – PlB Placentia fine sandy loam, 0 to 5 percent slopes Predominantly non-hydric PlD Placentia fine sandy loam, 5 to 15 percent slopes Predominantly non-hydric PoC Porterville clay, 0 to 8 percent slopes –
PsC Porterville clay, moderately deep, 2 to 8 percent slopes – RaB2 Ramona sandy loam, 2 to 5 percent slopes, eroded – RaB3 Ramona sandy loam, 0 to 5 percent slopes, severely eroded – RaC2 Ramona sandy loam, 5 to 8 percent slopes, eroded – RaC3 Ramona sandy loam, 5 to 8 percent slopes, severely eroded – RaD2 Ramona sandy loam, 8 to 15 percent slopes, eroded – RaD3 Ramona sandy loam, 8 to 15 percent slopes, severely eroded – RaE3 Ramona sandy loam, 15 to 25 percent slopes, severely eroded – RdD2 Ramona sandy loam, moderately deep, 8 to 15 percent slopes, eroded –
ReC2 Ramona very fine sandy loam, 0 to 8 percent slopes, eroded – RmE3 Ramona and Buren sandy loams, 15 to 25 percent slopes, severely eroded –
RnD2 Ramona and Buren loams, 5 to 15 percent slopes, eroded – RnE3 Ramona and Buren loams, 5 to 25 percent slopes, severely eroded – RsC Riverwash Hydric
RuF Rough broken land –
SmE2 San Timoteo loam, 8 to 25 percent slopes, eroded – TeG Terrace escarpments –
Tt2 Traver fine sandy loam, strongly saline-alkali, eroded – 1221
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Table 3. NRCS Soil Types
Map Unit
Symbol Map Unit Name Hydric Rating
TvC Tujunga loamy sand, channeled, 0 to 8 percent slopes Predominately non-hydric VmA Visalia fine sandy loam, 0 to 2 percent slopes –
VmC Visalia fine sandy loam, 2 to 8 percent slopes –
VsC Vista coarse sandy loam, 2 to 8 percent slopes –
VsD2 Vista coarse sandy loam, 8 to 15 percent slopes, eroded – VsF2 Vista coarse sandy loam, 15 to 35 percent slopes, eroded – VtF2 Vista rocky coarse sandy loam, 2 to 35 percent slopes, eroded – Wf Willows silty clay –
Wg Willow silty clay, saline-alkali –
WxD2 Wyman fine sandy loam, 8 to 15 percent slopes, eroded – WyC2 Wyman loam, 2 to 8 percent slopes, eroded –
YbC Yokohl loam, 2 to 8 percent slopes Predominately non-hydric YbD2 Yokohl loam, 8 to 15 percent slopes, eroded Predominately non-hydric YbE3 Yokohl loam, 8 to 25 percent slopes, severely eroded Predominately non-hydric YsE3 Ysidora gravelly very fine sandy loam, 8 to 25 percent slopes, severely eroded –
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MnE3
RaC2
GyD2
HcD2
HcD2
GyE2
HcD2
HcD2
HcC
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GyD2
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HcD2
HcC
TeG
GyD2
TeG
GyD2
RaC2
TeG
HcD2
TeG
GyD2
HcD2
TeG
ChC
ChF2
GyE2
W
CkF2
HdD2
TeG
GyD2
HcC HcC HcC
HcD2
HcD2
TeG
GyC2
GyE2 GyE2
ReC2
ChF2
ChF2
ChF2
VmA
MnD2
HcD2
ChD2
HcC
GyC2
GyE2
ChF2
RaB2
GhD
GyC2
GyC2
GyC2
GyC2
GyD2
CaF2
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Wa
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ECORP: N:\2022\2022-077 Wildomar General Plan Update\MAPS\Soils_and_Geology\WildomarGP_NRCS.mxd (TR)-trotellini 11/3/2023 Service Layer Credits: Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community (c) OpenStreetMap and contributors, Creative Commons-Share Alike License (CC-BY-SA) Map Features
Wildomar City Limits
Series Designation - Series Description
CaF2 - Cajalco fine sandy loam, 15 to 35 percent slopes, eroded CbF2 - Cajalco rocky fine sandy loam, 15 to 50 percent slopes, eroded ChC - Cieneba sandy loam, 5 to 8 percent slopes
ChD2 - Cieneba sandy loam, 8 to 15 percent slopes, eroded ChF2 - Cieneba sandy loam, 15 to 50 percent slopes, eroded CkF2 - Cieneba rocky sandy loam, 15 to 50 percent slopes, eroded GhD - Gorgonio loamy sand, 8 to 15 percent slopes
GyC2 - Greenfield sandy loam, 2 to 8 percent slopes, eroded GyD2 - Greenfield sandy loam, 8 to 15 percent slopes, eroded GyE2 - Greenfield sandy loam, 15 to 25 percent slopes, eroded HcC - Hanford coarse sandy loam, 2 to 8 percent slopes
HcD2 - Hanford coarse sandy loam, 8 to 15 percent slopes, eroded HdD2 - Hanford cobbly coarse sandy loam, 2 to 15 percent slopes, eroded MnD2 - Monserate sandy loam, shallow, 5 to 15 percent slopes, eroded MnE3 - Monserate sandy loam, shallow, 15 to 25 percent slopes, severely eroded
RaC2 - Ramona sandy loam, 5 to 8 percent slopes, eroded ReC2 - Ramona very fine sandy loam, 0 to 8 percent slopes, eroded TeG - Terrace escarpments
VmA - Visalia fine sandy loam, 0 to 2 percent slopes
Figure 3. National Resources Conservation Service Soil Types Sheet 1 of 15
Map Date: 11/3/2023
Sources: ESRI, Placeworks, NRCS (gSSURGO)
2022-077 City of Wildomar GP Update 1223
CaF2
HnD2
TeG
CbF2
ChC
CaF2
HcC
VsC
HcC
HcC
MnE3
MnE3
ChF2
TeG
ChF2
ChD2
MmB
GhD MmD2
CaD2
GhC
WxD2
CkF2
YbD2
HnD2
CkD2
TeG
HdD2
HcD2
HnD2
HdD2
ChC
MmD2
HcD2
CbF2
MnE3 TeG MnE3
MnE3
HcD2
VsD2
LaC
HnD2
CaF2
VsD2
CaD2
HcD2
TvC
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Wildomar City Limits
Series Designation - Series Description
CaD2 - Cajalco fine sandy loam, 8 to 15 percent slopes, eroded CaF2 - Cajalco fine sandy loam, 15 to 35 percent slopes, eroded CbF2 - Cajalco rocky fine sandy loam, 15 to 50 percent slopes, eroded ChC - Cieneba sandy loam, 5 to 8 percent slopes
ChF2 - Cieneba sandy loam, 15 to 50 percent slopes, eroded CkD2 - Cieneba rocky sandy loam, 8 to 15 percent slopes, eroded CkF2 - Cieneba rocky sandy loam, 15 to 50 percent slopes, eroded GhC - Gorgonio loamy sand, 0 to 8 percent slopes
GhD - Gorgonio loamy sand, 8 to 15 percent slopes
HcD2 - Hanford coarse sandy loam, 8 to 15 percent slopes, eroded HdD2 - Hanford cobbly coarse sandy loam, 2 to 15 percent slopes, eroded HnD2 - Honcut sandy loam, 8 to 15 percent slopes, eroded LaC - Las Posas loam, 2 to 8 percent slopes
MmB - Monserate sandy loam, 0 to 5 percent slopes
MmD2 - Monserate sandy loam, 8 to 15 percent slopes, eroded MnE3 - Monserate sandy loam, shallow, 15 to 25 percent slopes, severely eroded
TeG - Terrace escarpments
VsC - Vista coarse sandy loam, 2 to 8 percent slopes
VsD2 - Vista coarse sandy loam, 8 to 15 percent slopes, eroded WxD2 - Wyman fine sandy loam, 8 to 15 percent slopes, eroded YbD2 - Yokohl loam, 8 to 15 percent slopes, eroded
Figure 3. National Resources Conservation Service Soil Types Sheet 2 of 15
Map Date: 11/3/2023
Sources: ESRI, Placeworks, NRCS (gSSURGO)
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LaD2
CbF2
LaD2 CaD2
PoC
TeG
LaE3
YbD2
EcD2
CaD2
LaC
LaC2
HcC
TeG
YbC
HnD2
YbE3 WxD2
EcD2
ChF2
YbE3 LkD2
LaC
HcC
CaD2
LaC2
LaC
YsE3
YbD2
EcD2
MnE3
VsD2
GaC
HcD2
YbE3
CaD2
HcD2
YbD2
HaC
CaF2
LpF2
LoF2
LoF2
LaD2
LpE2
LpF2
HnD2
YbE3
LaD2
LaD2 LkD2
FwE2
EcE2
CkF2
TeG
LaE3
CaD2
RsC
LaD2
AyF
YbD2
CbF2
YbE3
YbD2
LaE3
LaE3
LaD2
CkF2
LaE3
EcD2
VsF2
HnC
CbF2
CbF2
CbF2
CbF2
CbF2
CbF2
CbF2
YbD2
YbC
FwE2
YsE3
LaD2
AyF
LpF2
ChF2
YbD2
LpE2
GyC2
YbE3
PlD
MmD2
TeG
YbC
WyC2 WyC2
GdD2
RuF
MmC2
LkF3
HnC
GyC2
LaE3
CaD2
YbD2
YbD2
HnC
LcD2
VtF2 VtF2
VtF2 FwE2
CbF2
LaC2
CaD2
CaD2
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ECORP: N:\2022\2022-077 Wildomar General Plan Update\MAPS\Soils_and_Geology\WildomarGP_NRCS.mxd (TR)-trotellini 11/3/2023 Service Layer Credits: Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community (c) OpenStreetMap and contributors, Creative Commons-Share Alike License (CC-BY-SA) Map Features
Wildomar City Limits
Series Designation - Series Description
AyF - Auld cobbly clay, 8 to 50 percent slopes
CaD2 - Cajalco fine sandy loam, 8 to 15 percent slopes, eroded CbF2 - Cajalco rocky fine sandy loam, 15 to 50 percent slopes, eroded ChF2 - Cieneba sandy loam, 15 to 50 percent slopes, eroded CkF2 - Cieneba rocky sandy loam, 15 to 50 percent slopes, eroded EcD2 - Escondido fine sandy loam, 8 to 15 percent slopes, eroded EcE2 - Escondido fine sandy loam, 15 to 25 percent slopes, eroded FwE2 - Friant fine sandy loam, 5 to 25 percent slopes, eroded GdD2 - Garretson gravelly very fine sandy loam, 8 to 15 percent slopes, eroded
GyC2 - Greenfield sandy loam, 2 to 8 percent slopes, eroded HcC - Hanford coarse sandy loam, 2 to 8 percent slopes
HcD2 - Hanford coarse sandy loam, 8 to 15 percent slopes, eroded HnC - Honcut sandy loam, 2 to 8 percent slopes
HnD2 - Honcut sandy loam, 8 to 15 percent slopes, eroded LaC - Las Posas loam, 2 to 8 percent slopes
LaC2 - Las Posas loam, 5 to 8 percent slopes, eroded
LaD2 - Las Posas loam, 8 to 15 percent slopes, eroded
LaE3 - Las Posas loam, 8 to 25 percent slopes, severely eroded LcD2 - Las Posas stony loam, 8 to 15 percent slopes, eroded LoF2 - Lodo gravelly loam, 15 to 50 percent slopes, eroded LpE2 - Lodo rocky loam, 8 to 25 percent slopes, eroded
LpF2 - Lodo rocky loam, 25 to 50 percent slopes, eroded MmC2 - Monserate sandy loam, 5 to 8 percent slopes, eroded MmD2 - Monserate sandy loam, 8 to 15 percent slopes, eroded PlD - Placentia fine sandy loam, 5 to 15 percent slopes PoC - Porterville clay, 0 to 8 percent slopes
RsC - Riverwash
RuF - Rough broken land
TeG - Terrace escarpments
WxD2 - Wyman fine sandy loam, 8 to 15 percent slopes, eroded WyC2 - Wyman loam, 2 to 8 percent slopes, eroded
YbC - Yokohl loam, 2 to 8 percent slopes
YbD2 - Yokohl loam, 8 to 15 percent slopes, eroded
YbE3 - Yokohl loam, 8 to 25 percent slopes, severely eroded YsE3 - Ysidora gravelly very fine sandy loam, 8 to 25 percent slopes, severely eroded
Figure 3. National Resources Conservation Service Soil Types Sheet 3 of 15
Map Date: 11/3/2023
Sources: ESRI, Placeworks, NRCS (gSSURGO)
2022-077 City of Wildomar GP Update 1225
GyD2
AtF3
MmD2
CbD2
PaC2
RaB2
Wm
Wn
GhC
ChF2
HaC
Tr2
RaD2
GyC2
CbD2
AtD2
MmB
AtF3
RaC2
Tp2
ReC2
Dw
Tr2
VmC
GyC2 RaB2
EwB
GvB
AtC2
Tp2
PaC2
ChD2
Wa
ReC2
RaD2
PlB
GyA
RaD3
W
MmB EoB
HcC
156
156
156
GyA
GsB
GyC2 RaD2
Tp2
GyC2
GyC2
GyC2
Cf
ReC2
ReC2
VmA
AtF3 AtF3
PlD
GyD2
RaB2
CaC2 VsC
GyC2
PlB
AtC2
GyC2 GyC2
GyC2
GyC2
PlD
HcC
GyC2
Wa
PaC2
Wa
GtA
TeG
RaD2
EnC2
EpA EpA
CaC2
GyC2
156
198
187
145
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ECORP: N:\2022\2022-077 Wildomar General Plan Update\MAPS\Soils_and_Geology\WildomarGP_NRCS.mxd (TR)-trotellini 11/3/2023 Service Layer Credits: Source: Esri, Maxar, Earthstar Geographics, and the GIS User Community (c) OpenStreetMap and contributors, Creative Commons-Share Alike License (CC-BY-SA) Map Features
Wildomar City Limits
Series Designation - Series Description
156 - Hanford sandy loam, 2 to 9 percent slopes
AtC2 - Arlington and Greenfield fine sandy loams, 2 to 8 percent slopes , eroded
AtD2 - Arlington and Greenfield fine sandy loams, 8 to 15 percent slopes, eroded
AtF3 - Arlington and Greenfield fine sandy loams, 15 to 35 percent slopes, severely eroded
CaC2 - Cajalco fine sandy loam, 2 to 8 percent slopes, eroded CbD2 - Cajalco rocky fine sandy loam, 5 to 15 percent slopes, eroded ChD2 - Cieneba sandy loam, 8 to 15 percent slopes, eroded EnC2 - Exeter sandy loam, 2 to 8 percent slopes, eroded EpA - Exeter sandy loam, deep, 0 to 2 percent slopes
EwB - Exeter very fine sandy loam, 0 to 5 percent slopes GhC - Gorgonio loamy sand, 0 to 8 percent slopes
GyA - Greenfield sandy loam, 0 to 2 percent slopes
GyC2 - Greenfield sandy loam, 2 to 8 percent slopes, eroded HcC - Hanford coarse sandy loam, 2 to 8 percent slopes
MmB - Monserate sandy loam, 0 to 5 percent slopes
MmD2 - Monserate sandy loam, 8 to 15 percent slopes, eroded PaC2 - Pachappa fine sandy loam, 2 to 8 percent slopes, eroded PlB - Placentia fine sandy loam, 0 to 5 percent slopes
PlD - Placentia fine sandy loam, 5 to 15 percent slopes RaB2 - Ramona sandy loam, 2 to 5 percent slopes, eroded RaC2 - Ramona sandy loam, 5 to 8 percent slopes, eroded RaD2 - Ramona sandy loam, 8 to 15 percent slopes, eroded RaD3 - Ramona sandy loam, 8 to 15 percent slopes, severely eroded ReC2 - Ramona very fine sandy loam, 0 to 8 percent slopes, eroded VmA - Visalia fine sandy loam, 0 to 2 percent slopes
VmC - Visalia fine sandy loam, 2 to 8 percent slopes
VsC - Vista coarse sandy loam, 2 to 8 percent slopes
Figure 3. National Resources Conservation Service Soil Types Sheet 4 of 15
Map Date: 11/3/2023
Sources: ESRI, Placeworks, NRCS (gSSURGO)
2022-077 City of Wildomar GP Update 1226
RsC
CaF2
GyD2
ReC2
HnD2
PlD
MmD2
HcC
CaF2
YbE3
ReC2
CaF2
YbE3
RaD2
RaB2
GyC2
VsD2
ReC2
GyD2
YbE3
HgA
RaD3
RaC3
RaB2 GkD
GyC2
RaD2
MnD2 HcD2
HnC
MnD2
PaA
RaB2
GhD
GP
AtD2
MmD2
MmB
VsD2
RaC2
HcD2
HcC
GyA
TeG TeG
TeG
LaE3
LaD2
RaB3 YbE3
LaE3
MnD2
ReC2
LaD2
RaD2
ChF2
GyA
MmD2
PaC2
CaD2
MmD2
RaD3
CbF2
MnD2
YbD2
WxD2
GyC2 HcD2
RaD3
RaE3
YbD2
PlD
TvC
RaB2
HdD2
HcC
HnD2
PlD
GyA
CkF2
CkF2
CkF2
HcC
GyD2
ReC2
TvC
RaD2
GP
ReC2
ReC2
ReC2
ReC2
ReC2
CaF2
LaC2
AtF3
MnD2
MnD2
CbF2
LaD2
CbF2
RaB2
MnD2
HcC
ChD2
GyC2
HnC
PlD
RaB3
GyC2
GyC2
VsD2
HnD2
HnD2
LaD2
RaD2
HnD2
HcC
HnC
HcC
ReC2
GyC2 MnD2
CaD2
LaC2
RaD2
RaB2
ReC2
ReC2
RaD2
HcC
HgA MmC2
GyC2
HcC
HcC
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Wildomar City Limits
Series Designation - Series Description
AtD2 - Arlington and Greenfield fine sandy loams, 8 to 15 percent slopes, eroded
AtF3 - Arlington and Greenfield fine sandy loams, 15 to 35 percent slopes, severely eroded
CaD2 - Cajalco fine sandy loam, 8 to 15 percent slopes, eroded CaF2 - Cajalco fine sandy loam, 15 to 35 percent slopes, eroded CbF2 - Cajalco rocky fine sandy loam, 15 to 50 percent slopes, eroded ChD2 - Cieneba sandy loam, 8 to 15 percent slopes, eroded ChF2 - Cieneba sandy loam, 15 to 50 percent slopes, eroded CkF2 - Cieneba rocky sandy loam, 15 to 50 percent slopes, eroded GP - Gravel pits
GhD - Gorgonio loamy sand, 8 to 15 percent slopes
GkD - Gorgonio loamy sand, channeled, 2 to 15 percent slopes GyA - Greenfield sandy loam, 0 to 2 percent slopes
GyC2 - Greenfield sandy loam, 2 to 8 percent slopes, eroded GyD2 - Greenfield sandy loam, 8 to 15 percent slopes, eroded HcC - Hanford coarse sandy loam, 2 to 8 percent slopes
HcD2 - Hanford coarse sandy loam, 8 to 15 percent slopes, eroded HdD2 - Hanford cobbly coarse sandy loam, 2 to 15 percent slopes, eroded HgA - Hanford fine sandy loam, 0 to 2 percent slopes
HnC - Honcut sandy loam, 2 to 8 percent slopes
HnD2 - Honcut sandy loam, 8 to 15 percent slopes, eroded LaC2 - Las Posas loam, 5 to 8 percent slopes, eroded
LaD2 - Las Posas loam, 8 to 15 percent slopes, eroded
LaE3 - Las Posas loam, 8 to 25 percent slopes, severely eroded MmB - Monserate sandy loam, 0 to 5 percent slopes
MmC2 - Monserate sandy loam, 5 to 8 percent slopes, eroded MmD2 - Monserate sandy loam, 8 to 15 percent slopes, eroded MnD2 - Monserate sandy loam, shallow, 5 to 15 percent slopes, eroded PaA - Pachappa fine sandy loam, 0 to 2 percent slopes
PaC2 - Pachappa fine sandy loam, 2 to 8 percent slopes, eroded PlD - Placentia fine sandy loam, 5 to 15 percent slopes RaB2 - Ramona sandy loam, 2 to 5 percent slopes, eroded RaB3 - Ramona sandy loam, 0 to 5 percent slopes, severely eroded RaC2 - Ramona sandy loam, 5 to 8 percent slopes, eroded RaC3 - Ramona sandy loam, 5 to 8 percent slopes, severely eroded RaD2 - Ramona sandy loam, 8 to 15 percent slopes, eroded RaD3 - Ramona sandy loam, 8 to 15 percent slopes, severely eroded RaE3 - Ramona sandy loam, 15 to 25 percent slopes, severely eroded ReC2 - Ramona very fine sandy loam, 0 to 8 percent slopes, eroded RsC - Riverwash
TeG - Terrace escarpments
TvC - Tujunga loamy sand, channeled, 0 to 8 percent slopes VsD2 - Vista coarse sandy loam, 8 to 15 percent slopes, eroded WxD2 - Wyman fine sandy loam, 8 to 15 percent slopes, eroded YbD2 - Yokohl loam, 8 to 15 percent slopes, eroded
YbE3 - Yokohl loam, 8 to 25 percent slopes, severely eroded Figure 3. National Resources Conservation Service Soil Types Sheet 5 of 15
Map Date: 11/3/2023
Sources: ESRI, Placeworks, NRCS (gSSURGO)
2022-077 City of Wildomar GP Update 1227
CbF2 LaD2
CaD2
LaC
LaE3
LaC
RsC
LaC
LaC
LaC
CaD2
AyF
LaC2
CaD2
HcD2
LaC2
TeG
LaC2
CaC2
LaC
LaC
CbD2
CaD2
LaC2
CaF2
GhD
LaE3
LaC
CaD2
LaC
CaD2
HcD2
CaD2
CaD2
YbD2
CaD2
LaD2
YbD2
CaC2
CaD2
CaC2
VtF2
LaD2
LaE3
HnD2
CkF2
CaD2
LaE3
LaD2
LaE3
LaE3
LaE3
CaF2
CbF2
CaD2
ChF2
CbF2
AyF LaD2
CaD2
CaD2
HuC2
HuC2
HnC
VtF2 CaF2
CaD2
CaD2
LaE3
AyF
PoC
TeG
LaD2
HfD
CaD2
LaE3
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Wildomar City Limits
Series Designation - Series Description
AyF - Auld cobbly clay, 8 to 50 percent slopes
CaC2 - Cajalco fine sandy loam, 2 to 8 percent slopes, eroded CaD2 - Cajalco fine sandy loam, 8 to 15 percent slopes, eroded CaF2 - Cajalco fine sandy loam, 15 to 35 percent slopes, eroded CbD2 - Cajalco rocky fine sandy loam, 5 to 15 percent slopes, eroded CbF2 - Cajalco rocky fine sandy loam, 15 to 50 percent slopes, eroded ChF2 - Cieneba sandy loam, 15 to 50 percent slopes, eroded CkF2 - Cieneba rocky sandy loam, 15 to 50 percent slopes, eroded GhD - Gorgonio loamy sand, 8 to 15 percent slopes
HcD2 - Hanford coarse sandy loam, 8 to 15 percent slopes, eroded HfD - Hanford sandy loam, 2 to 15 percent slopes
HnC - Honcut sandy loam, 2 to 8 percent slopes
HnD2 - Honcut sandy loam, 8 to 15 percent slopes, eroded HuC2 - Honcut loam, 2 to 8 percent slopes, eroded
LaC - Las Posas loam, 2 to 8 percent slopes
LaC2 - Las Posas loam, 5 to 8 percent slopes, eroded
LaD2 - Las Posas loam, 8 to 15 percent slopes, eroded
LaE3 - Las Posas loam, 8 to 25 percent slopes, severely eroded PoC - Porterville clay, 0 to 8 percent slopes
RsC - Riverwash
TeG - Terrace escarpments
VtF2 - Vista rocky coarse sandy loam, 2 to 35 percent slopes, eroded YbD2 - Yokohl loam, 8 to 15 percent slopes, eroded
Figure 3. National Resources Conservation Service Soil Types Sheet 6 of 15
Map Date: 11/3/2023
Sources: ESRI, Placeworks, NRCS (gSSURGO)
2022-077 City of Wildomar GP Update 1228
CbF2
LkF3
LaE3
LaD2
LkF3
LcD2
AyF
LkF3
LaC2
LaE3
LaC2
CaD2 CbF2
LaC2
CbF2
LaC
CaD2
LaD2
LaC
CbF2
CaD2
LaE3
LkD2
LaD2
LaC
CaD2
ChF2
LaE3
CaD2
LaC
LkD2
LaD2
LaC2
LaE3
CbF2
CbF2
CbF2
ChF2
CaD2
CaC2
CaD2
CaF2
CaF2
LaC
LkF3 LkF3 LaE3
CaD2
CaC2
AyF
AyF
CaD2
CaD2
CaD2
LaE3
LaE3
CaD2
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Wildomar City Limits
Series Designation - Series Description
AyF - Auld cobbly clay, 8 to 50 percent slopes
CaC2 - Cajalco fine sandy loam, 2 to 8 percent slopes, eroded CaD2 - Cajalco fine sandy loam, 8 to 15 percent slopes, eroded CaF2 - Cajalco fine sandy loam, 15 to 35 percent slopes, eroded CbF2 - Cajalco rocky fine sandy loam, 15 to 50 percent slopes, eroded ChF2 - Cieneba sandy loam, 15 to 50 percent slopes, eroded LaC - Las Posas loam, 2 to 8 percent slopes
LaC2 - Las Posas loam, 5 to 8 percent slopes, eroded
LaD2 - Las Posas loam, 8 to 15 percent slopes, eroded
LaE3 - Las Posas loam, 8 to 25 percent slopes, severely eroded LcD2 - Las Posas stony loam, 8 to 15 percent slopes, eroded LkD2 - Las Posas rocky loam, 8 to 15 percent slopes, eroded LkF3 - Las Posas rocky loam, 15 to 50 percent slopes, severely eroded Figure 3. National Resources Conservation Service Soil Types Sheet 7 of 15
Map Date: 11/3/2023
Sources: ESRI, Placeworks, NRCS (gSSURGO)
2022-077 City of Wildomar GP Update 1229
MmB
CkF2
145
RaC2
GyC2
RaB2
EwB
AtC2
GtA
GyA
GvB
ReC2
GyD2
GyD2
147
GhD
GyC2
RaE3
156
GyA
RaD3
GyC2
RaD2
GhC
GyC2
GyC2
AtF3
VmC
ReC2
RaB2
RaB2
AtC2
RaC2
HcD2
VsD2
GyA
156
EpA
RaB2
HcC
HcC
156
198
198
187
145
143
156
198
147
198
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Wildomar City Limits
Series Designation - Series Description
145 - Cieneba-Rock outcrop complex, 30 to 75 percent slopes 147 - Corralitos loamy sand, moderately fine substratum 156 - Hanford sandy loam, 2 to 9 percent slopes
187 - Ramona gravelly fine sandy loam, 9 to 15 percent slopes 198 - Soboba cobbly loamy sand, 0 to 15 percent slopes
AtC2 - Arlington and Greenfield fine sandy loams, 2 to 8 percent slopes , eroded
AtF3 - Arlington and Greenfield fine sandy loams, 15 to 35 percent slopes, severely eroded
CkF2 - Cieneba rocky sandy loam, 15 to 50 percent slopes, eroded EpA - Exeter sandy loam, deep, 0 to 2 percent slopes
EwB - Exeter very fine sandy loam, 0 to 5 percent slopes GhC - Gorgonio loamy sand, 0 to 8 percent slopes
GhD - Gorgonio loamy sand, 8 to 15 percent slopes
GtA - Grangeville fine sandy loam, drained, 0 to 2 percent sl opes GvB - Grangeville fine sandy loam, saline-alkali, 0 to 5 percent slopes GyA - Greenfield sandy loam, 0 to 2 percent slopes
GyC2 - Greenfield sandy loam, 2 to 8 percent slopes, eroded GyD2 - Greenfield sandy loam, 8 to 15 percent slopes, eroded HcC - Hanford coarse sandy loam, 2 to 8 percent slopes
HcD2 - Hanford coarse sandy loam, 8 to 15 percent slopes, eroded MmB - Monserate sandy loam, 0 to 5 percent slopes
RaB2 - Ramona sandy loam, 2 to 5 percent slopes, eroded RaC2 - Ramona sandy loam, 5 to 8 percent slopes, eroded RaD2 - Ramona sandy loam, 8 to 15 percent slopes, eroded RaD3 - Ramona sandy loam, 8 to 15 percent slopes, severely eroded RaE3 - Ramona sandy loam, 15 to 25 percent slopes, severely eroded ReC2 - Ramona very fine sandy loam, 0 to 8 percent slopes, eroded VmC - Visalia fine sandy loam, 2 to 8 percent slopes
VsD2 - Vista coarse sandy loam, 8 to 15 percent slopes, eroded Figure 3. National Resources Conservation Service Soil Types Sheet 8 of 15
Map Date: 11/3/2023
Sources: ESRI, Placeworks, NRCS (gSSURGO)
2022-077 City of Wildomar GP Update 1230
RsC
HcC
Ce
Ce
GyC2
Ce Ce
MnD2
HcC
MmB
GyC2
RaB2
GuB
MmB
GyA
HcC
PlB
MmD2
MnD2
ChD2
HcD2
ReC2
MmB
VmC
ChF2
MmC2
MmC2
HcD2
RaD2
CkF2
GhD
AtD2
MnD2
MmD2
RaB2
MmD2
MnD2
GyA
PlB
ReC2
HcC
RaB2
MnE3
PlB
PlB
RaB2
MmB
PlD
MmB
AtD2
GyC2
MnD2
MmB
HcC
PaA
Ce
AtF3
GyC2
AtD2
RaB2
HcA
ReC2
GyD2
GyD2
MmB
GyC2
GyC2
RaC2
RaB2
RaE3
MnD2
RuF
PlB
MmC2
PlD
MnE3
MmC2
RaD3
ReC2
ReC2
CkF2
MmB
GyD2
PlD
GyC2
GyA
GyC2
ChD2
GyC2
MmD2
GhC
MmC2
ReC2
ReC2
GuB GyC2
AtF3
MnD2
MnD2
MnD2
MnD2
VsD2
HfD
PlD
ReC2
GtA
MmC2
MmB
MnE3
MnE3
RaC2
MmC2
MnD2
TeG
MmB
CbF2
CbF2
RnE3
RaC2
RaB2
MnD2
GyC2
RaB2
AtD2
MmB
RaB2
VsD2
RaB3
RaC2
HcD2
VsD2
GyC2
MmD2
RaC2
RaC2
MmC2
Cg PaC2
MnE3
HcC
ReC2
GyC2 MnD2
AtF3
156
RaD2
PlB
GyC2
GyE2
RaB2
GyD2
MmD2
RaB2
VsD2
PaC2
HcC
EoB
GyC2
RaD3
HgA
MmC2
PlD
PlD
ReC2
PaC2
HcC
HcC MnD2
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Wildomar City Limits
Series Designation - Series Description
156 - Hanford sandy loam, 2 to 9 percent slopes
AtD2 - Arlington and Greenfield fine sandy loams, 8 to 15 percent slopes, eroded
AtF3 - Arlington and Greenfield fine sandy loams, 15 to 35 percent slopes, severely eroded
CbF2 - Cajalco rocky fine sandy loam, 15 to 50 percent slopes, eroded Ce - Chino silt loam, drained
Cg - Chino silt loam, drained, strongly saline-alkali
ChD2 - Cieneba sandy loam, 8 to 15 percent slopes, eroded ChF2 - Cieneba sandy loam, 15 to 50 percent slopes, eroded CkF2 - Cieneba rocky sandy loam, 15 to 50 percent slopes, eroded EoB - Exeter sandy loam, slightly saline-alkali, 0 to 5 perce nt slopes GhC - Gorgonio loamy sand, 0 to 8 percent slopes
GhD - Gorgonio loamy sand, 8 to 15 percent slopes
GtA - Grangeville fine sandy loam, drained, 0 to 2 percent sl opes GuB - Grangeville fine sandy loam, poorly drained, saline-alk ali, 0 to 5 percent slopes
GyA - Greenfield sandy loam, 0 to 2 percent slopes
GyC2 - Greenfield sandy loam, 2 to 8 percent slopes, eroded GyD2 - Greenfield sandy loam, 8 to 15 percent slopes, eroded GyE2 - Greenfield sandy loam, 15 to 25 percent slopes, eroded HcA - Hanford coarse sandy loam, 0 to 2 percent slopes
HcC - Hanford coarse sandy loam, 2 to 8 percent slopes
HcD2 - Hanford coarse sandy loam, 8 to 15 percent slopes, eroded HfD - Hanford sandy loam, 2 to 15 percent slopes
HgA - Hanford fine sandy loam, 0 to 2 percent slopes
MmB - Monserate sandy loam, 0 to 5 percent slopes
MmC2 - Monserate sandy loam, 5 to 8 percent slopes, eroded MmD2 - Monserate sandy loam, 8 to 15 percent slopes, eroded MnD2 - Monserate sandy loam, shallow, 5 to 15 percent slopes, eroded MnE3 - Monserate sandy loam, shallow, 15 to 25 percent slopes, severely eroded
PaA - Pachappa fine sandy loam, 0 to 2 percent slopes
PaC2 - Pachappa fine sandy loam, 2 to 8 percent slopes, eroded PlB - Placentia fine sandy loam, 0 to 5 percent slopes
PlD - Placentia fine sandy loam, 5 to 15 percent slopes RaB2 - Ramona sandy loam, 2 to 5 percent slopes, eroded RaB3 - Ramona sandy loam, 0 to 5 percent slopes, severely eroded RaC2 - Ramona sandy loam, 5 to 8 percent slopes, eroded RaD2 - Ramona sandy loam, 8 to 15 percent slopes, eroded RaD3 - Ramona sandy loam, 8 to 15 percent slopes, severely eroded RaE3 - Ramona sandy loam, 15 to 25 percent slopes, severely eroded ReC2 - Ramona very fine sandy loam, 0 to 8 percent slopes, eroded RnE3 - Ramona and Buren loams, 5 to 25 percent slopes, severely eroded RsC - Riverwash
RuF - Rough broken land
TeG - Terrace escarpments
VmC - Visalia fine sandy loam, 2 to 8 percent slopes
VsD2 - Vista coarse sandy loam, 8 to 15 percent slopes, eroded Figure 3. National Resources Conservation Service Soil Types Sheet 9 of 15
Map Date: 11/3/2023
Sources: ESRI, Placeworks, NRCS (gSSURGO)
2022-077 City of Wildomar GP Update 1231
MmB
MmC2
GyC2
MnD2
FbC2
MmB
PlD
CkF2
GyC2
CkF2
CbF2
CkF2
HcD2
MnD2
ChD2
PlD
CkF2
ChD2 PlB
YbC
YbC
ChF2
VsD2
TeG
PlD
HcC
PlD
VsD2
MnD2
MnD2
MnD2
PlD
HnC
PlD
VsD2
MmD2
MmD2
PlD
MnD2
CkF2
MnD2
RaB2 FaD2
YbE3
YbE3
PlD
MmB
FaD2
CaD2
PlD
HfD
PlD
ChD2
CaF2
CaF2
VsD2
ChF2
MnD2
HcC
ChC
MmD2
FkD2
HnC
MmB
CkF2
YbE3
YbD2
MmB
YbC
FbC2
MmB
ReC2
CkF2
CkF2
CkF2
GyC2
HcC
PlD
ChD2
ChD2
ChD2
CkF2
FaD2
ChC
LaD2
PlD
ChF2
MnD2
VsD2
PlD
ChD2
PlD
PlD
MnE3
CbF2
MmB
MmD2
MnE3
MmD2
PlD
MnD2
MnD2
ChD2
MmB
PlD
CaD2
CbF2
RmE3
ChF2
TeG
MmB
PlD
MnD2
MnD2
FkD2
MmD2
PlD
YbE3
ChF2
TeG
MmD2
MmD2
ChF2
FcF2
HfD
ChF2
VsF2
PlD
CaD2 TeG
HcC
MmD2
PlD
ChF2
YbE3
ChC
HfD
MnE3 MnE3
VsD2
YbC
TeG
ChF2
ChD2
MmB
FaD2
PlD
TeG
MnD2
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Wildomar City Limits
Series Designation - Series Description
CaD2 - Cajalco fine sandy loam, 8 to 15 percent slopes, eroded CaF2 - Cajalco fine sandy loam, 15 to 35 percent slopes, eroded CbF2 - Cajalco rocky fine sandy loam, 15 to 50 percent slopes, eroded ChC - Cieneba sandy loam, 5 to 8 percent slopes
ChD2 - Cieneba sandy loam, 8 to 15 percent slopes, eroded ChF2 - Cieneba sandy loam, 15 to 50 percent slopes, eroded CkF2 - Cieneba rocky sandy loam, 15 to 50 percent slopes, eroded FaD2 - Fallbrook sandy loam, 8 to 15 percent slopes, eroded FbC2 - Fallbrook sandy loam, shallow, 5 to 8 percent slopes, eroded FcF2 - Fallbrook rocky sandy loam, shallow, 15 to 50 percent slopes, eroded
FkD2 - Fallbrook fine sandy loam, shallow, 8 to 15 percent slopes, eroded GyC2 - Greenfield sandy loam, 2 to 8 percent slopes, eroded HcC - Hanford coarse sandy loam, 2 to 8 percent slopes
HcD2 - Hanford coarse sandy loam, 8 to 15 percent slopes, eroded HfD - Hanford sandy loam, 2 to 15 percent slopes
HnC - Honcut sandy loam, 2 to 8 percent slopes
LaD2 - Las Posas loam, 8 to 15 percent slopes, eroded
MmB - Monserate sandy loam, 0 to 5 percent slopes
MmC2 - Monserate sandy loam, 5 to 8 percent slopes, eroded MmD2 - Monserate sandy loam, 8 to 15 percent slopes, eroded MnD2 - Monserate sandy loam, shallow, 5 to 15 percent slopes, eroded MnE3 - Monserate sandy loam, shallow, 15 to 25 percent slopes, severely eroded
PlB - Placentia fine sandy loam, 0 to 5 percent slopes
PlD - Placentia fine sandy loam, 5 to 15 percent slopes RaB2 - Ramona sandy loam, 2 to 5 percent slopes, eroded ReC2 - Ramona very fine sandy loam, 0 to 8 percent slopes, eroded RmE3 - Ramona and Buren sandy loams, 15 to 25 percent slopes, severely eroded
RnE3 - Ramona and Buren loams, 5 to 25 percent slopes, severely eroded TeG - Terrace escarpments
VsD2 - Vista coarse sandy loam, 8 to 15 percent slopes, eroded VsF2 - Vista coarse sandy loam, 15 to 35 percent slopes, eroded YbC - Yokohl loam, 2 to 8 percent slopes
YbD2 - Yokohl loam, 8 to 15 percent slopes, eroded
YbE3 - Yokohl loam, 8 to 25 percent slopes, severely eroded Figure 3. National Resources Conservation Service Soil Types Sheet 10 of 15
Map Date: 11/3/2023
Sources: ESRI, Placeworks, NRCS (gSSURGO)
2022-077 City of Wildomar GP Update 1232
CaF2
MnD2
MnD2 FfC2
ChF2
VsC
LcD2
ChF2
LaE3
PlD
PsC
CaD2
CbD2
AtF3
CkF2
YbD2
YbE3
RnE3
HcD2
MmD2
CaD2
PlD
CaD2 FaD2
PlD
CaD2
CaF2
ChD2
FaD2
ChC
LaD2
CaD2
CkF2
PlD FaD2
ChF2
MmB
ChF2
ChF2 ChF2
YbC
ReC2
CaF2
ChF2
ChF2
LaD2
GyC2
YbD2
RnD2
VsD2
YbE3
ChF2
CaF2
YbE3
VsD2
ChD2
FbF2
MnE3 RnE3
CaD2
ChD2
ChF2
ChF2
VsD2
HfD
CaD2
ChD2
VsC
TeG
HcC
LaE3
CbF2
CbF2
GyC2
CbD2
CaD2
ChD2
FbF2
PlD
CaC2
MmD2
PlD
CaF2
VsF2
ChD2
GyC2
LaC
LaD2
PlD
CaD2
CkF2
CaC2
PlD
TeG
PlD
MnD2
CaD2
ChF2
MmB
PlB
YsE3
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Wildomar City Limits
Series Designation - Series Description
AtF3 - Arlington and Greenfield fine sandy loams, 15 to 35 percent slopes, severely eroded
CaC2 - Cajalco fine sandy loam, 2 to 8 percent slopes, eroded CaD2 - Cajalco fine sandy loam, 8 to 15 percent slopes, eroded CaF2 - Cajalco fine sandy loam, 15 to 35 percent slopes, eroded CbD2 - Cajalco rocky fine sandy loam, 5 to 15 percent slopes, eroded CbF2 - Cajalco rocky fine sandy loam, 15 to 50 percent slopes, eroded ChD2 - Cieneba sandy loam, 8 to 15 percent slopes, eroded ChF2 - Cieneba sandy loam, 15 to 50 percent slopes, eroded CkF2 - Cieneba rocky sandy loam, 15 to 50 percent slopes, eroded FaD2 - Fallbrook sandy loam, 8 to 15 percent slopes, eroded FbF2 - Fallbrook sandy loam, shallow, 15 to 35 percent slopes, eroded FfC2 - Fallbrook fine sandy loam, 2 to 8 percent slopes, eroded GyC2 - Greenfield sandy loam, 2 to 8 percent slopes, eroded HcC - Hanford coarse sandy loam, 2 to 8 percent slopes
HcD2 - Hanford coarse sandy loam, 8 to 15 percent slopes, eroded LaC - Las Posas loam, 2 to 8 percent slopes
LaD2 - Las Posas loam, 8 to 15 percent slopes, eroded
LaE3 - Las Posas loam, 8 to 25 percent slopes, severely eroded LcD2 - Las Posas stony loam, 8 to 15 percent slopes, eroded MmB - Monserate sandy loam, 0 to 5 percent slopes
MmD2 - Monserate sandy loam, 8 to 15 percent slopes, eroded MnD2 - Monserate sandy loam, shallow, 5 to 15 percent slopes, eroded MnE3 - Monserate sandy loam, shallow, 15 to 25 percent slopes, severely eroded
PlB - Placentia fine sandy loam, 0 to 5 percent slopes
PlD - Placentia fine sandy loam, 5 to 15 percent slopes PsC - Porterville clay, moderately deep, 2 to 8 percent slopes ReC2 - Ramona very fine sandy loam, 0 to 8 percent slopes, eroded RnD2 - Ramona and Buren loams, 5 to 15 percent slopes, eroded RnE3 - Ramona and Buren loams, 5 to 25 percent slopes, severely eroded TeG - Terrace escarpments
VsC - Vista coarse sandy loam, 2 to 8 percent slopes
VsD2 - Vista coarse sandy loam, 8 to 15 percent slopes, eroded VsF2 - Vista coarse sandy loam, 15 to 35 percent slopes, eroded YbC - Yokohl loam, 2 to 8 percent slopes
YbD2 - Yokohl loam, 8 to 15 percent slopes, eroded
YbE3 - Yokohl loam, 8 to 25 percent slopes, severely eroded YsE3 - Ysidora gravelly very fine sandy loam, 8 to 25 percent slopes, severely eroded
Figure 3. National Resources Conservation Service Soil Types Sheet 11 of 15
Map Date: 11/3/2023
Sources: ESRI, Placeworks, NRCS (gSSURGO)
2022-077 City of Wildomar GP Update 1233
CkD2
CkD2 144
CkF2
145
CkD2
LkF3
GyC2
HcC
CkD2
CkD2
CbF2
CaC2
CkD2
145
144 145
144
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Wildomar City Limits
Series Designation - Series Description
145 - Cieneba-Rock outcrop complex, 30 to 75 percent slopes CkD2 - Cieneba rocky sandy loam, 8 to 15 percent slopes, eroded CkF2 - Cieneba rocky sandy loam, 15 to 50 percent slopes, eroded Figure 3. National Resources Conservation Service Soil Types Sheet 12 of 15
Map Date: 11/3/2023
Sources: ESRI, Placeworks, NRCS (gSSURGO)
2022-077 City of Wildomar GP Update 1234
GyC2
RaC2
HcC
Ce
MmD2
ReC2
Ce
GlC
GuB
MmC2
RaD2
LkF3
MmD2
RaC2
MnD2
LkF3
GyC2
CkF2
RaD2
YsE3
Cg
HcD2 HcC
GlC
RaE3
RaB3
GyC2
RsC
RsC
HcC
TeG
RaD2
MmD2
MmB
HcC
HcC
GyD2
PaA
Ce
Tt2
ReC2
ReC2
GtA
MmD2
FwE2
RaC2
RaB2
MnD2
LkF3
RaC2
RaC2
Wf
RaC2
HcC
CkD2
GyC2 GuB
GyC2
GyC2
RnE3
HcC
Wg
GtA
Cf
ReC2
GlC
HaC
AlC
RaD2
Wf
RaD2
MnD2
RaC2 MnD2
ReC2
HcC
MmD2
HaC
TeG
VtF2
RaC2
HcC
MmC2
RaB2
RaB2
RaD2
MmC2
CkD2
MnD2
MmB
VsD2
PaC2
EoB
TeG LpF2
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Wildomar City Limits
Series Designation - Series Description
Ce - Chino silt loam, drained
Cf - Chino silt loam, drained, saline-alkali
Cg - Chino silt loam, drained, strongly saline-alkali
CkD2 - Cieneba rocky sandy loam, 8 to 15 percent slopes, eroded CkF2 - Cieneba rocky sandy loam, 15 to 50 percent slopes, eroded EoB - Exeter sandy loam, slightly saline-alkali, 0 to 5 perce nt slopes GlC - Gorgonio loamy sand, deep, 2 to 8 percent slopes
GtA - Grangeville fine sandy loam, drained, 0 to 2 percent sl opes GuB - Grangeville fine sandy loam, poorly drained, saline-alk ali, 0 to 5 percent slopes
GyC2 - Greenfield sandy loam, 2 to 8 percent slopes, eroded GyD2 - Greenfield sandy loam, 8 to 15 percent slopes, eroded HcC - Hanford coarse sandy loam, 2 to 8 percent slopes
HcD2 - Hanford coarse sandy loam, 8 to 15 percent slopes, eroded LkF3 - Las Posas rocky loam, 15 to 50 percent slopes, severely eroded MmB - Monserate sandy loam, 0 to 5 percent slopes
MmC2 - Monserate sandy loam, 5 to 8 percent slopes, eroded MmD2 - Monserate sandy loam, 8 to 15 percent slopes, eroded MnD2 - Monserate sandy loam, shallow, 5 to 15 percent slopes, eroded PaA - Pachappa fine sandy loam, 0 to 2 percent slopes
PaC2 - Pachappa fine sandy loam, 2 to 8 percent slopes, eroded RaB2 - Ramona sandy loam, 2 to 5 percent slopes, eroded RaB3 - Ramona sandy loam, 0 to 5 percent slopes, severely eroded RaC2 - Ramona sandy loam, 5 to 8 percent slopes, eroded RaD2 - Ramona sandy loam, 8 to 15 percent slopes, eroded RaE3 - Ramona sandy loam, 15 to 25 percent slopes, severely eroded ReC2 - Ramona very fine sandy loam, 0 to 8 percent slopes, eroded RnE3 - Ramona and Buren loams, 5 to 25 percent slopes, severely eroded Tt2 - Traver fine sandy loam, strongly saline-alkali, eroded VsD2 - Vista coarse sandy loam, 8 to 15 percent slopes, eroded Wf - Willows silty clay
Wg - Willows silty clay, saline-alkali
Figure 3. National Resources Conservation Service Soil Types Sheet 13 of 15
Map Date: 11/3/2023
Sources: ESRI, Placeworks, NRCS (gSSURGO)
2022-077 City of Wildomar GP Update 1235
MmD2
MnE3
MmB
AtD2
RmE3
GyC2
MmD2
HcC
AtD2
MmD2
MmD2
GyC2
Ce
HfD
AtC2
MnD2
TvC
MmD2
CaF2
LkF3
SmE2 RdD2
AtD2
MmE3
GzG
MnD2
HcC
ReC2
HcC
HcD2
HcC
TeG
Ce
RnE3
RsC
TeG
HfD
SmE2 RaB3
HfD
MnD2
GyC2
ReC2
SmE2
GzG
FwE2 GyA LkD2
PlD
RaC2
TvC
GtA
CaC2
SmE2
GyC2
AtC2
MnE3
HcC
HcD2
HcC
AtC2
SmE2
SmE2
Wf
PlD
HcC
MmB
GyC2
RnE3
PlD
PlD PlD
PlD
GtA
SmE2
SmE2
HfD
AtD2
AtC2
GyC2
MmD2
PlD
GyD2
RnD2
SmE2
RaD2
RaD2
AtC2
AtC2
AtC2
RmE3
MnD2
Ce
MmC2
SmE2
HcC
MmD2
PlD
GyC2
RnE3
RnE3
HcC
ReC2
PlB
HcC
TeG
MmD2
MnD2
RuF
MmD2
CbF2
PlD
GzG
Cf
SmE2
HcD2
CaD2 HcD2
MmC2
RuF AtD2
MnD2
MnD2
MmD2
AtF3
RuF
RuF
MnE3
PaC2
MmB
CaD2
AtD2
LpF2
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Wildomar City Limits
Series Designation - Series Description
AtC2 - Arlington and Greenfield fine sandy loams, 2 to 8 percent slopes , eroded
AtD2 - Arlington and Greenfield fine sandy loams, 8 to 15 percent slopes, eroded
CaF2 - Cajalco fine sandy loam, 15 to 35 percent slopes, eroded Ce - Chino silt loam, drained
Cf - Chino silt loam, drained, saline-alkali
GtA - Grangeville fine sandy loam, drained, 0 to 2 percent sl opes GyC2 - Greenfield sandy loam, 2 to 8 percent slopes, eroded GzG - Gullied land
HcC - Hanford coarse sandy loam, 2 to 8 percent slopes
HcD2 - Hanford coarse sandy loam, 8 to 15 percent slopes, eroded HfD - Hanford sandy loam, 2 to 15 percent slopes
MmB - Monserate sandy loam, 0 to 5 percent slopes
MmC2 - Monserate sandy loam, 5 to 8 percent slopes, eroded MmD2 - Monserate sandy loam, 8 to 15 percent slopes, eroded MmE3 - Monserate sandy loam, 15 to 25 percent slopes, severely eroded MnD2 - Monserate sandy loam, shallow, 5 to 15 percent slopes, eroded MnE3 - Monserate sandy loam, shallow, 15 to 25 percent slopes, severely eroded
PaC2 - Pachappa fine sandy loam, 2 to 8 percent slopes, eroded PlB - Placentia fine sandy loam, 0 to 5 percent slopes
PlD - Placentia fine sandy loam, 5 to 15 percent slopes RaB2 - Ramona sandy loam, 2 to 5 percent slopes, eroded RaB3 - Ramona sandy loam, 0 to 5 percent slopes, severely eroded RaC2 - Ramona sandy loam, 5 to 8 percent slopes, eroded RaD2 - Ramona sandy loam, 8 to 15 percent slopes, eroded RdD2 - Ramona sandy loam, moderately deep, 8 to 15 percent slopes, eroded
ReC2 - Ramona very fine sandy loam, 0 to 8 percent slopes, eroded RmE3 - Ramona and Buren sandy loams, 15 to 25 percent slopes, severely eroded
RnD2 - Ramona and Buren loams, 5 to 15 percent slopes, eroded RnE3 - Ramona and Buren loams, 5 to 25 percent slopes, severely eroded RsC - Riverwash
RuF - Rough broken land
SmE2 - San Timoteo loam, 8 to 25 percent slopes, eroded TeG - Terrace escarpments
TvC - Tujunga loamy sand, channeled, 0 to 8 percent slopes Wf - Willows silty clay
Figure 3. National Resources Conservation Service Soil Types Sheet 14 of 15
Map Date: 11/3/2023
Sources: ESRI, Placeworks, NRCS (gSSURGO)
2022-077 City of Wildomar GP Update 1236
AtD2
AtC2
CaD2
GzG
RnE3
RnE3
AtD2
FcD2
AtF3
AtF3
VsC
VsC
SmE2
LaE3 ChF2
PlD
PsC
GlC
TvC
HcC
CbD2
AtD2
MnD2
AtF3
HcC
RsC
AtD2
HcC
CaF2
RaB2
RnE3
HcD2
GyD2
AtF3
AtD2
AtD2
RmE3
CbF2
CbF2
SmE2
SmE2
ChD2
HcC
MmB
AtC2
RnD2
AtD2
GzG
HcC
LaD2
HcC
RnD2 AtD2
CbF2
RnD2
AtD2
HcC
ChF2
ChF2
GlC
AtF3
HcC
GzG
MmD2
MmB
CaF2
CbF2
RnD2
VmC
ChD2
HfD
CaD2
CaD2
CaD2
MnD2
AtD2
ChC LkD2
LaC
GyC2
SmE2
SmE2
CbF2
CaC2
AtD2
CbF2
SmE2
AtF3
PlB
AtD2
AtD2
VsD2
RsC
GyC2 AtF3
AtC2
AtC2
HcC
AtF3
HcC
SmE2
SmE2
SmE2
SmE2
RnD2
GyD2
RnE3
RnE3
RaB2
GzG
CbF2
AtD2
SmE2
AtD2
VsD2 ChF2
HfD
CbF2
CbF2
CbF2
CbF2
CbF2 CbF2
CbF2
AtF3
PlD
HfD
CbF2
CkD2
CaD2
LaD2
SmE2
SmE2
GyC2
VmC
AtC2
GzG
GzG
GzG
HcC
ChD2
VsD2 ChD2
ChC
HcC
PlD
RnE3
CaD2
RnE3
GzG
AtD2
RnD2
AtC2
HcC SmE2
HcC
AtD2 AtD2
TeG
GzG
GzG
RnE3
GyC2
AtD2
FaD2
GzG
TeG
AtC2
AtF3
AtF3
GyD2
AtF3
CaF2
PlB
ChF2
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Wildomar City Limits
Series Designation - Series Description
AtC2 - Arlington and Greenfield fine sandy loams, 2 to 8 percent slopes , eroded
AtD2 - Arlington and Greenfield fine sandy loams, 8 to 15 percent slopes, eroded
AtF3 - Arlington and Greenfield fine sandy loams, 15 to 35 percent slopes, severely eroded
CaF2 - Cajalco fine sandy loam, 15 to 35 percent slopes, eroded CbD2 - Cajalco rocky fine sandy loam, 5 to 15 percent slopes, eroded CbF2 - Cajalco rocky fine sandy loam, 15 to 50 percent slopes, eroded ChC - Cieneba sandy loam, 5 to 8 percent slopes
ChD2 - Cieneba sandy loam, 8 to 15 percent slopes, eroded GzG - Gullied land
HcD2 - Hanford coarse sandy loam, 8 to 15 percent slopes, eroded HfD - Hanford sandy loam, 2 to 15 percent slopes
LaD2 - Las Posas loam, 8 to 15 percent slopes, eroded
LaE3 - Las Posas loam, 8 to 25 percent slopes, severely eroded LkD2 - Las Posas rocky loam, 8 to 15 percent slopes, eroded MmB - Monserate sandy loam, 0 to 5 percent slopes
MmD2 - Monserate sandy loam, 8 to 15 percent slopes, eroded MnD2 - Monserate sandy loam, shallow, 5 to 15 percent slopes, eroded MnE3 - Monserate sandy loam, shallow, 15 to 25 percent slopes, severely eroded
PlB - Placentia fine sandy loam, 0 to 5 percent slopes
PlD - Placentia fine sandy loam, 5 to 15 percent slopes PsC - Porterville clay, moderately deep, 2 to 8 percent slopes RmE3 - Ramona and Buren sandy loams, 15 to 25 percent slopes, severely eroded
RnE3 - Ramona and Buren loams, 5 to 25 percent slopes, severely eroded SmE2 - San Timoteo loam, 8 to 25 percent slopes, eroded Figure 3. National Resources Conservation Service Soil Types Sheet 15 of 15
Map Date: 11/3/2023
Sources: ESRI, Placeworks, NRCS (gSSURGO)
2022-077 City of Wildomar GP Update 1237
Biological Resources Assessment
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