HomeMy WebLinkAboutItem No. 31 PA No. 2020-106 (Sunny Express Carwash)City Council Agenda Report
City of Lake Elsinore 130 South Main Street
Lake Elsinore, CA 92530
www.lake-elsinore.org
File Number: TMP 21-239
Agenda Date: 6/22/2021 Status: Approval FinalVersion: 1
File Type: Council Public
Hearing
In Control: City Council / Successor Agency
Agenda Number: 31)
Planning Application No. 2020-106 (Sunny Express Carwash) Requesting to Demolish Two (2)
Existing Abandoned Buildings and Construct a New 5,436 sq. ft. Automated Carwash
1.Adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING CONDITIONAL USE PERMIT NO. 2020-17 TO ESTABLISH A 5,436
SQUARE FOOT AUTOMATED CARWASH LOCATED AT 31401 RIVERSIDE DRIVE (APN: 379-
160-002); and
2.Adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING COMMERCIAL DESIGN REVIEW NO. 2020-01 PROVIDING BUILDING
DESIGN AND RELATED IMPROVEMENTS FOR A 5,436 SQUARE FOOT AUTOMATED
CARWASH LOCATED AT 31401 RIVERSIDE DRIVE (APN: 379-160-002).
Page 1 City of Lake Elsinore Printed on 12/29/2023
REPORT TO CITY COUNCIL
To: Honorable Mayor and Members of the City Council
From: Jason Simpson, City Manager
Prepared by: Damaris Abraham, Senior Planner
Date: June 22, 2021
Subject: Planning Application No. 2020-106 (Sunny Express Carwash) requesting to
demolish two (2) existing abandoned buildings and construct a new a 5,436
sq. ft. automated carwash
Applicant: Jefferson Choi, SynArc Studio
Recommendation
1. Adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING CONDITIONAL USE PERMIT NO. 2020-17 TO ESTABLISH A
5,436 SQUARE FOOT AUTOMATED CARWASH LOCATED AT 31401 RIVERSIDE DRIVE
(APN: 379-160-002); and
2. Adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING COMMERCIAL DESIGN REVIEW NO. 2020-01 PROVIDING
BUILDING DESIGN AND RELATED IMPROVEMENTS FOR A 5,436 SQUARE FOOT
AUTOMATED CARWASH LOCATED AT 31401 RIVERSIDE DRIVE (APN: 379-160-002).
Background
On May 18, 2021, a Planning Commission meeting convened with a quorum of three Planning
Commissioners present. Following the close of the public hearing, a motion was made to approve
the Conditional Use Permit and the Commercial Design Review resolutions. However, the motion
failed for lack of a second. The Planning Commission did not make any other motions regarding
the project. Because the motion to approve the project failed and there was no other action by
the Commissioners, the project is considered denied by the Planning Commission. The draft
minutes of the Planning Commission meeting are attached as Exhibit J.
In accordance with Section 17.410.090 of the Lake Elsinore Municipal Code (LEMC), the notice
of decision regarding the Planning Commission’s action regarding the project was placed on the
June 8, 2021 City Council agenda.
At the June 8, 2021 City Council meeting, in accordance with Section 17.410.100.F of the LEMC,
the City Council, by a 5-0 vote, elected to review and reconsider the Planning Commission’s
decision and ordered the matter set for a noticed public hearing on June 22, 2021.
PA 2020-106 (Sunny Express Carwash)
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Page 2
Project Location
The proposed project is located southerly of Walnut Drive and on the easterly side of Riverside
Drive, more specifically 31401 Riverside Drive (APN: 379-160-002).
Environmental Setting
EXISTING LAND
USE
GENERAL PLAN ZONING
Project
Site
Commercial and
Vacant
General Commercial (GC) General Commercial (C-2)
North Commercial General Commercial (GC) General Commercial (C-2)
South Vacant General Commercial (GC) General Commercial (C-2)
East Vacant Commercial Mixed Use (CMU) Commercial Mixed Use (CMU)
West Vacant and Multi-
Family Residential
High Density Residential (HDR)
and General Commercial (GC)
High Density Residential (R-3)
and General Commercial (C-2)
Table 1: Environmental Setting
Project Description
Planning Application No. 2020-106 (Conditional Use Permit No. 2020-17 and Commercial Design
Review No. 2020-01) proposes to demolish two (2) existing abandoned commercial buildings and
construct a new automated 5,436 sq. ft. carwash building that includes a 348 sq. ft. office, 4,619
sq. ft. car wash tunnel, and 469 sq. ft. mechanical room. The project will provide 30 parking spaces
that include 26 standard and one (1) accessible vacuum spaces with canopies, two (2) standard
parking spaces, and (1) accessible parking space. The project proposes to develop approximately
1.26-acres of the approximately 2.45-acre project site. No improvements are proposed on the
remainder of the subject site.
The carwash building will be a single-story building with a maximum height of 28’-6”. The building
would incorporate architectural elements (such as parapets) of different heights that would
provide for a varying roofline. The building would be constructed of gray and light gray exterior
concrete plaster, dark brown wood slat, charcoal gray metal panel, and dark orange accent paint.
The building would incorporate decorative architectural features including canopies, wall sconce,
and green screen trellis. The canopies for the vacuum spaces will be 12’-6” in height and will have
charcoal gray steel canopy with orange metal roofing with dark gray trim designed to match the
carwash building.
The project would include approximately 8,451 sq. ft. of landscaping, which is 16% landscape
coverage of the proposed improvement area. Landscaping would be in the street setback and
interior property line setbacks along the perimeter of the proposed improvement area and will
provide effective screening for the project. A six (6) foot high wrought iron fence is also proposed
to be constructed at project site’s northerly and southerly property lines, and a six (6) foot high
block wall would be constructed at the rear property line. Access to the project site will be provided
by a driveway (full ingress/egress) located on Riverside Drive (SR-74).
Analysis
General Plan Consistency
The Project has a General Plan Land Use designation of General Commercial (GC) and is located
within the Business District. The GC Land Use designation allows for retail, services, restaurants,
PA 2020-106 (Sunny Express Carwash)
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professional and administrative offices, hotels and motels, mixed-use projects, public and quasi-
public uses, and similar and compatible uses with a maximum 0.40 Floor Area Ratio (FAR). The
Project is proposing to develop an automated carwash business with 0.05 FAR. Therefore, the
Project is consistent with the General Plan.
Municipal Code Consistency
The current zoning for the subject site is General Commercial (C-2). Per Section 17.124.030.C of
the C-2 zone, car washes are permitted uses subject to approval of a Conditional Use Permit.
Below are the relevant development standards applicable to the project as identified in the C-2
zone:
Development Standard Required Proposed
Front Setback 20’-0” 54’-11”
Building Height 45’-0” 28’-6”
Landscape improvement:
Adjacent to Street 15’-0” 14’-6”1
Landscape Coverage 15% 16%
Table 2: Development Standards
The project also complies with the onsite parking standards listed in LEMC, Chapter 17.148
(Parking Requirements). Section 17.148.030.A of the LEMC requires one (1) space for each 250
sq. ft. gross floor area in commercial districts and generally for commercial uses. A total of 22
parking spaces would be required for the proposed project. The project will have sufficient parking
spaces, as there will be 30 parking spaces provided for the project.
The architectural design of the proposed building complies with the Nonresidential Development
Standards (Chapter 17.112) of the LEMC. The architecture of the building has been designed to
achieve harmony and compatibility with surrounding area. The colors and materials proposed will
assist in blending the architecture into the existing landscape and are compatible with other colors
and materials used on other properties near the project site. The proposed landscaping
improvements serve to enhance the building designs and soften portions of building elevations,
provide shade and break-up expanses of pavement.
The Design Review Committee that includes staff from Planning, Building and Safety, Fire, and
Engineering have reviewed the proposed Project and have conditioned the Project to mitigate any
potential concerns.
Environmental Determination
The proposed project is exempt from the California Environmental Quality Act (Cal. Pub. Res.
Code §§21000 et seq.: “CEQA”) and the CEQA Guidelines (14 C.C.R. §§ 15000 et seq.) pursuant
to CEQA Guidelines Section 15332 In-Fill Development Projects:
a) The project is consistent with the applicable general plan designation and all applicable
general plan policies as well as with applicable zoning designation and regulations. The
subject site has a General Plan Land Use designation of General Commercial (GC) and has
a General Commercial (C-2) zoning designation. The GC Land Use designation allows for
retail, services, restaurants, professional and administrative offices, hotels and motels, mixed-
use projects, public and quasi-public uses, and similar and compatible uses. The proposed
1 The landscaped area adjacent to the street shall be minimum of 15’-0” per COA No. 27.n.
PA 2020-106 (Sunny Express Carwash)
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project, a car wash, is a permitted use subject to a Conditional Use Permit in the C-2 zone.
The project also complies with all applicable development standards of the C-2 zone.
Therefore, the project is consistent with the applicable general plan designation and all
applicable general plan policies as well as with applicable zoning designation and regulations.
b) The proposed development occurs within city limits on a project site of no more than five acres
substantially surrounded by urban uses. The project is located within the City on an
approximately 2.45-acre site and is surrounded by urban uses
c) The project site has no value, as habitat for endangered, rare or threatened species. The
project site has been previously disturbed and has two (2) existing buildings on site. The
project is proposing to demolish these existing buildings and construct a new car wash
building. In addition, the project site is not located within a Criteria Cell of the Western
Riverside County Multiple Species Habitat Conservation Plan (MSHCP) and was not required
to be processed through the Lake Elsinore Acquisition Process (LEAP) and Joint Project
Review (JPR) processes. The project complies with the MSHCP and is consistent with all
applicable requirements of the MSHCP.
d) Approval of the project would not result in any significant effects relating to traffic, noise, air
quality, or water quality.
i. A Traffic Scoping Agreement (TSA) dated January 26, 2021 was prepared by TJW
Engineering, Inc. to evaluate the proposed project’s impacts on traffic. According to the
analysis in the TSA, the proposed project would generate approximately 28 AM peak
hour trips and 66 PM peak hour trips. The project is exempt from Traffic Study Analysis
since the project generates less than 100 vehicle trips in the AM or PM peak hours.
Therefore, the proposed Project will not cause increase in traffic that is substantial in
relation to the existing traffic load and capacity of the street system. A Vehicle Miles
Traveled (VMT) analysis dated February 17, 2021 prepared by TJW Engineering, Inc.
found that the proposed project is a local serving retail project with less than 50,000 sq.
ft. with low VMT generating area. Therefore, the project will not have any significant
effects related to traffic.
ii. Air Quality and Greenhouse Gas Impact Study dated February 15, 2021 was prepared
by MD Acoustics to evaluate whether the estimated criteria pollutants and GHG
emissions generated from the project would cause a significant impact to the air
resources in the project area. The analysis found that the project’s construction and
operational-source emissions would not exceed applicable regional thresholds of
significance established by the South Coast Air Quality Management District
(SCAQMD). Established requirements addressing construction equipment operations,
and construction material use, storage, and disposal requirements act to minimize
impacts that may result from construction activities. Project-related GHG emissions for
the project meet the SCAQMD draft screening threshold of 3,000 metric tons of carbon
dioxide equivalents (MTCO2e) per year and are also considered to be less than
significant. The project also complies with the goals of the City’s Climate Action Plan,
CARB Scoping Plan, AB-32, and SB-32. Therefore, the project will not have any
significant effects related to air quality.
iii. A Noise Impact Study dated February 15, 2021 was prepared by MD Acoustics to
evaluate the potential noise impacts for the proposed project. The study assessed the
short-term construction noise impacts as well as operational noise impacts as a result
PA 2020-106 (Sunny Express Carwash)
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of the project that include on-site noise sources such as car wash equipment and
vacuum stations and traffic generated noise. The study found that the project meets the
noise regulations and standards of the LEMC Section 17.176 (Noise Ordinance). To
further ensure that construction activities do not disrupt the adjacent land use the study
recommended additional condition of approval (COA No. 15). Therefore, the project will
not have any significant effects related to noise.
iv. A Preliminary Water Quality Management Plan (PWQMP 2021-04) that addresses water
quality impacts has been submitted and approved for the proposed project. Therefore,
the project will not have any significant effects related to water quality.
(e) The site can be adequately served by all required utilities and public services.
Fiscal Impact
The time and costs related to processing this application have been covered by application fees
paid for by the applicant. No General Fund budgets have been allocated or used in the processing
of this application.
Exhibits
A – CUP Resolution
B – CDR Resolution
C – Conditions of Approval
D – Vicinity Map
E – Aerial Map
F – Design Review Package
G – Traffic Analysis
H – AQ and GHG Analysis
I – Noise Impact Study
J – Draft May 18, 2021 PC Minutes
RESOLUTION NO. 2021-
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING CONDITIONAL USE PERMIT NO. 2020-17 TO
ESTABLISH A 5,436 SQUARE FOOT AUTOMATED CARWASH LOCATED AT
31401 RIVERSIDE DRIVE (APN: 379-160-002)
Whereas, Jefferson Choi, SynArc Studio has filed an application with the City of Lake
Elsinore (City) requesting approval of Planning Application No. 2020-106 (Conditional Use Permit
No. 2020-17 and Commercial Design Review No. 2020-01) proposing to demolish two (2) existing
abandoned commercial buildings and construct a new automated 5,436 sq. ft. carwash building
with 30 parking spaces. The project proposes to develop approximately 1.26-acres of the
approximately 2.45-acre project site. The proposed project is located southerly of Walnut Drive
and on the easterly side of Riverside Drive, more specifically 31401 Riverside Drive (APN: 379 -
160-002); and,
Whereas, Section 6.0 of the Western Riverside County Multiple Species Habitat
Conservation Plan (MSHCP) requires that all discretionary projects within a MSHCP Criteria Cell
undergo the Lake Elsinore Acquisition Process (LEAP) and Joint Project Review (JPR) process
to analyze the scope of the proposed development and establish a building envelope that is
consistent with the MSHCP criteria; and,
Whereas, Section 6.0 of the MSHCP further requires that the City adopt consistency
findings demonstrating that the proposed discretionary entitlement complies with the MSHCP
Criteria Cell, and the MSHCP goals and objectives; and,
Whereas, Section 17.415.070.A of the Lake Elsinore Municipal Code (LEMC) provides
that certain uses have operational characteristics that, depending on the location and design of
the use, may have the potential to negatively impact adjoining properties, businesses or residents
and therefore are permitted subject to the issuance of a Conditional Use Permit, which allows the
City to comprehensively review and approve the use; and,
Whereas, pursuant to Section 17.415.070.B of the LEMC, the Planning Commission
(Commission) has been delegated with the responsibility of reviewing and approving, conditionally
approving, or denying Conditional Use Permits; and,
Whereas, on May 18, 2021, at a duly noticed Public Hearing, the Commission considered
evidence presented by the Community Development Department and other interested parties with
respect to this item and denied Conditional Use Permit No. 2020-17; and,
Whereas, pursuant to Section 17.410.090 of the LEMC, the notice of decision regarding
the Commission’s action regarding the project was placed on the June 8, 2021 City Council
(Council) agenda; and,
Whereas, pursuant to Section 17.410.100.F of the LEMC, on June 8, 2021, the Council
elected to review and reconsider the Commission’s decision and ordered the matter set for a
noticed public hearing on June 22, 2021; and,
Whereas, on June 22, 2021, at a duly noticed Public Hearing, the Council has considered
evidence presented by the Community Development Department and other interested parties with
respect to this item.
CC Reso. No. 2021-____
Page 2 of 4
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, DOES HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS:
Section 1: The Council has considered the project and its consistency with the MSHCP
prior to adopting Findings of Consistency with the MSHCP.
Section 2: That in accordance with the MSHCP, the Council makes the following findings
for MSHCP consistency:
1. The project is not subject to the City’s LEAP and the Western Riverside County Regional
Conservation Authority’s (RCA) JPR processes as it is not located within a Criteria Cell.
2. The project site has been previously completely disturbed and graded for the development
of the existing two (2) buildings. The project is proposing to demolish these existing
buildings and construct a new car wash building. As such, the Riparian/Riverine Areas
and Vernal Pool Guidelines as set forth in Section 6.1.2 of the MSHCP are not applicable.
3. The project is consistent with the Protection of Narrow Endemic Plant Species Guidelines
as set forth in MSHCP Section 6.1.3 and the Additional Survey Needs and Procedures as
set forth in MSHCP Section 6.3.2 because the project is not located within any Narrow
Endemic Plant Species Survey Areas or Critical Species Survey Areas.
4. The Project is consistent with the Fuels Management Guidelines because the Project site
is not within or adjacent to any MSHCP Criteria Cell or conservation areas.
5. The project has been conditioned to pay any applicable MSHCP Local Development
Mitigation fees.
Section 3: The Council finds that the proposed project is exempt from the California
Environmental Quality Act (Cal. Pub. Res. Code §§21000 et seq.: “CEQA”) and the CEQA
Guidelines (14 C.C.R. §§ 15000 et seq.) pursuant to CEQA Guidelines Section 15332 In-Fill
Development Projects. The project is consistent with the applicable General Plan designation and
policies, as well as zoning designation and regulations, and is within the City’s boundaries on a
site less than five acres surrounded by urban uses. The subject property has no value as habitat
for endangered, rare or threatened species. Approval of the project will not result in any significant
effects relating to traffic, noise, air quality, or water quality and the project is adequately served
by all required utilities and public services.
Section 4: That in accordance with LEMC Section 17.415.070.C. Findings, the Council
makes the following findings regarding Conditional Use Permit No. 2020-17:
1. That the proposed use, on its own merits and within the context of its setting, is in accord
with the objectives of the General Plan and the purpose of the planning district in which
the site is located.
The project site has a General Plan Land Use designation of General Commercial (GC)
that allows for retail, services, restaurants, professional and administrative offices, hotels
and motels, mixed-use projects, public and quasi-public uses, and similar and compatible
uses with a maximum 0.40 Floor Area Ratio (FAR). The project is proposing to develop
an automated carwash business with 0.05 FAR. Therefore, the Project is consistent with
the General Plan. The current zoning for the subject site is General Commercial (C-2).
CC Reso. No. 2021-____
Page 3 of 4
The proposed use is identified as a permitted use subject to the approval of a Conditional
Use Permit within the C-2 zone. Further, the proposed commercial project will assist in
achieving the development of a well-balanced and functional mix of residential,
commercial, industrial, open space, recreational and institutional land uses.
2. The proposed use will not be detrimental to the general health, safety, comfort or general
welfare of persons residing or working within the neighborhood of the proposed use or the
City, or injurious to property or improvements in the neighborhood or the City.
The proposed use does not propose either directly or indirectly any detrimental effects to
the existing surrounding community. The project has been conditioned as such to avoid
any possible negative impacts associated with the proposed project.
3. The Site for the intended use is adequate in size and shape to accommodate the use, and
for all the yards, setbacks, walls or fences, landscaping, buffers and other features
required by this title.
The proposed use has been analyzed and staff has determined that the proposed use
meets all applicable sections of the LEMC and will complement the existing uses, based
on the submitted plans and the conditions of approval imposed on the project.
4. The Site for the proposed use relates to streets and highways with proper design both as
to width and type of pavement to carry the type and quantity of traffic generated by the
subject use.
The project would include right-of-way dedication along Riverside Drive to its ultimate half‐
section width and constructing frontage improvements in accordance with City’s
Engineering Department and California Department of Transportation (Caltrans). These
improvements will be sufficient for the type and quantity of traffic generated by the
proposed use.
5. In approving the subject use at the specific location, there will be no adverse effect on
abutting properties or the permitted and normal use thereof.
The Conditional Use Permit has been thoroughly reviewed and conditioned by all
applicable City departments thereby eliminating the potential for any adverse effects.
6. Adequate conditions and safeguards pursuant to LEMC 17.415.070.B, including
guarantees and evidence of compliance with conditions, have been incorporated into the
approval of the subject project to ensure development of the property in accordance with
the objectives of this chapter and the planning district in which the site is located.
Pursuant to Section 17.415.070.B of the LEMC, the project was considered by the
Planning Commission at a duly noticed Public Hearing on May 18, 2021 and subsequently
by the City Council at a duly noticed Public Hearing on June 22, 2021. Appropriate and
applicable conditions of approval have been included to protect the public health, safety
and general welfare.
Section 5: Based upon the evidence presented, both written and testimonial, and the
above findings, the Council hereby finds that the project is consistent with the MSHCP.
CC Reso. No. 2021-____
Page 4 of 4
Section 6: Based upon the evidence presented, the above findings, and the Conditions
of Approval imposed upon the project, the Council hereby approves Conditional Use Permit No.
2020-17.
Section 7: This Resolution shall take effect immediately upon its adoption.
Section 8: The City Clerk shall certify to the adoption of this Resolution and enter it into
the book of original Resolutions.
Passed and Adopted on this 22nd day of June, 2021.
Robert E. Magee, Mayor
Attest:
___________________________________
Candice Alvarez, MMC
City Clerk
STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.
CITY OF LAKE ELSINORE )
I, Candice Alvarez, MMC, City Clerk of the City of Lake Elsinore, California, do hereby certify that
Resolution No. 2021-____ was adopted by the City Council of the City of Lake Elsinore, California,
at the regular meeting of June 22, 2021, and that the same was adopted by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
Candice Alvarez, MMC
City Clerk
RESOLUTION NO. 2021-
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING COMMERCIAL DESIGN REVIEW NO. 2020-01
PROVIDING BUILDING DESIGN AND RELATED IMPROVEMENTS FOR A 5,436
SQUARE FOOT AUTOMATED CARWASH LOCATED AT 31401 RIVERSIDE
DRIVE (APN: 379-160-002)
Whereas, Jefferson Choi, SynArc Studio has filed an application with the City of Lake
Elsinore (City) requesting approval of Planning Application No. 2020-106 (Conditional Use Permit
No. 2020-17 and Commercial Design Review No. 2020-01) proposing to demolish two (2) existing
abandoned commercial buildings and construct a new automated 5,436 sq. ft. carwash building
with 30 parking spaces. The project proposes to develop approximately 1.26-acres of the
approximately 2.45-acre project site. The proposed project is located southerly of Walnut Drive
and on the easterly side of Riverside Drive, more specifically 31401 Riverside Drive (APN: 379 -
160-002); and,
Whereas, the proposed project is exempt from the California Environmental Quality Act
(Cal. Publ. Res. Code §§21000 et seq.:”CEQA”) and CEQA Guidelines (14. Cal. Code Regs
§§15000 et seq.), specifically pursuant to Section 15332 (Class 32 – In-Fill Development
Projects); and,
Whereas, Section 6.0 of the Western Riverside County Multiple Species Habitat
Conservation Plan (MSHCP) requires that all discretionary projects within a MSHCP Criteria Cell
undergo the Lake Elsinore Acquisition Process (LEAP) and Joint Project Review (JPR) process
to analyze the scope of the proposed development and establish a building envelope that is
consistent with the MSHCP criteria; and,
Whereas, Section 6.0 of the MSHCP further requires that the City adopt consistency
findings demonstrating that the proposed discretionary entitlement complies with the MSHCP
Criteria Cell, and the MSHCP goals and objectives; and,
Whereas, pursuant to Section 17.415.050 (Major Design Review) of the Lake Elsinore
Municipal Code (LEMC), the Planning Commission (Commission) has been delegated with the
responsibility of reviewing and approving, conditionally approving, or denying design review
applications; and,
Whereas, on May 18, 2021, at a duly noticed Public Hearing, the Commission considered
evidence presented by the Community Development Department and other interested parties with
respect to this item and denied Commercial Design Review No. 2020-01; and,
Whereas, pursuant to Section 17.410.090 of the LEMC, the notice of decision regarding
the Commission’s action regarding the project was placed on the June 8, 2021 City Council
(Council) agenda; and,
Whereas, pursuant to Section 17.410.100.F of the LEMC, on June 8, 2021, the Council
elected to review and reconsider the Commission’s decision and ordered the matter set for a
noticed public hearing on June 22, 2021; and,
CC Reso. No. 2021-____
Page 2 of 4
Whereas, on June 22, 2021, at a duly noticed Public Hearing, the Council has considered
evidence presented by the Community Development Department and other interested parties with
respect to this item.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE DOES
HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS:
Section 1: The Council has reviewed and analyzed the proposed project pursuant to the
California Planning and Zoning Laws (Cal. Gov. Code §§ 59000 et seq.), the Lake Elsinore
General Plan (GP), and the LEMC and finds and determines that the proposed project is
consistent with the requirements of California Planning and Zoning Law and with the goals and
policies of the GP and the LEMC.
Section 2: That in accordance with the MSHCP, the Council makes the following findings
for MSHCP consistency:
1. The project is not subject to the City’s LEAP and the Western Riverside County Regional
Conservation Authority’s (RCA) JPR processes as it is not located within a Criteria Cell.
2. The project site has been previously completely disturbed and graded for the development
of the existing two (2) buildings. The project is proposing to demolish these existing
buildings and construct a new car wash building. As such, the Riparian/Riverine Areas
and Vernal Pool Guidelines as set forth in Section 6.1.2 of the MSHCP are not applicable.
3. The project is consistent with the Protection of Narrow Endemic Plant Species Guidelines
as set forth in MSHCP Section 6.1.3 and the Additional Survey Needs and Procedures as
set forth in MSHCP Section 6.3.2 because the project is not located within any Narrow
Endemic Plant Species Survey Areas or Critical Species Survey Areas.
4. The Project is consistent with the Fuels Management Guidelines because the Project site
is not within or adjacent to any MSHCP Criteria Cell or conservation areas.
5. The project has been conditioned to pay any applicable MSHCP Local Development
Mitigation fees.
Section 3: The Council finds that the proposed project is exempt from the California
Environmental Quality Act (Cal. Pub. Res. Code §§21000 et seq.: “CEQA”) and the CEQA
Guidelines (14 C.C.R. §§ 15000 et seq.) pursuant to CEQA Guidelines Section 15332 In-Fill
Development Projects. The project is consistent with the applicable General Plan designation and
policies, as well as zoning designation and regulations, and is within the City’s boundaries on a
site less than five acres surrounded by urban uses. The subject property has no value as habitat
for endangered, rare or threatened species. Approval of the project will not result in any significant
effects relating to traffic, noise, air quality, or water quality and the project is adequately served
by all required utilities and public services.
Section 4: That in accordance with Section 17.415.050.G of the LEMC, the Council
makes the following findings regarding Commercial Design Review No. 2020-01:
1. The Project, as approved, will comply with the goals and objectives of the General Plan
and the zoning district in which the project is located.
CC Reso. No. 2021-____
Page 3 of 4
The project site has a General Plan Land Use designation of General Commercial (GC)
that allows for retail, services, restaurants, professional and administrative offices, hotels
and motels, mixed-use projects, public and quasi-public uses, and similar and compatible
uses with a maximum 0.40 Floor Area Ratio (FAR). The project is proposing to develop
an automated carwash business with 0.05 FAR. Therefore, the project is consistent with
the General Plan. The current zoning for the subject site is General Commercial (C-2).
The proposed use is identified as a permitted use subject to the approval of a Conditional
Use Permit within the C-2 zone. Further, the proposed commercial project will assist in
achieving the development of a well-balanced and functional mix of residential,
commercial, industrial, open space, recreational and institutional land uses.
2. The Project complies with the design directives contained in the LEMC and all applicable
provisions of the LEMC.
The project is appropriate to the site and surrounding developments. The architectural
design of the proposed building complies with the Nonresidential Development Standards
(Chapter 17.112) of the LEMC. The architecture has been designed to achieve harmony
and compatibility with the surrounding area. The colors and materials proposed will assist
in blending the architecture into the existing landscape and are compatible with other
colors and materials used on other properties near the project site. In addition, safe and
efficient circulation has been achieved onsite.
3. Conditions and safeguards pursuant to Section 17.415.050.G.3 of the LEMC, including
guarantees and evidence of compliance with conditions, have been incorporated into the
approval of the Project to ensure development of the property in accordance with the
objectives of Section 17.415.050.
Pursuant to Section 17.415.050.E of the LEMC, the project was considered by the
Planning Commission at a duly noticed Public Hearing held on May 18, 2021 and
subsequently by the City Council at a duly noticed Public Hearing on June 22, 2021. The
project, as reviewed and conditioned by all applicable City divisions, departments and
agencies, will not have a significant effect on the environment.
Section 5: Based upon the evidence presented, both written and testimonial, and the
above findings, the Council hereby finds that the project is consistent with the MSHCP.
Section 6: Based upon the evidence presented, the above findings, and the Conditions
of Approval imposed upon the project, the Council hereby approves Commercial Design Review
No. 2020-01.
Section 7: This Resolution shall take effect immediately upon its adoption.
Section 8: The City Clerk shall certify to the adoption of this Resolution and enter it into
the book of original Resolutions.
Passed and Adopted on this 22nd day of June, 2021.
Robert E. Magee, Mayor
CC Reso. No. 2021-____
Page 4 of 4
Attest:
___________________________________
Candice Alvarez, MMC
City Clerk
STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.
CITY OF LAKE ELSINORE )
I, Candice Alvarez, MMC, City Clerk of the City of Lake Elsinore, California, do hereby certify that
Resolution No. 2021-____ was adopted by the City Council of the City of Lake Elsinore, California,
at the regular meeting of June 22, 2021, and that the same was adopted by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
Candice Alvarez, MMC
City Clerk
Applicant’s Initials: _____ Page 1 of 15
CONDITIONS OF APPROVAL
PROJECT: PA 2020-106/CUP 2020-17/CDR 2020-01
PROJECT NAME: Sunny Express Carwash
PROJECT LOCATION: APN: 379-160-002 (31401 Riverside Dr.)
APPROVAL DATE:
EFFECTIVE DATE:
EXPIRATION DATE:
GENERAL
1. Planning Application No. 2020-106 (Conditional Use Permit No. 2020-17 and Commercial
Design Review No. 2020-01) proposes to demolish two (2) existing abandoned commercial
buildings and construct a new automated 5,436 sq. ft. carwash building with 30 parking
spaces. The project proposes to develop approximately 1.26-acres of the approximately
2.45-acre project site. The proposed project is located southerly of Walnut Drive and on the
easterly side of Riverside Drive, more specifically 31401 Riverside Drive (APN: 379-160-
002).
2. The applicant shall defend (with counsel acceptable to the City), indemnify, and hold
harmless the City, its Officials, Officers, Employees, Agents, and its Consultants
(Indemnitees) from any claim, action, or proceeding against the Indemnitees to attack, set
aside, void, or annul an approval of the City, its advisory agencies, appeal boards, or
legislative body concerning approval, implementation and construction of CUP 2020-17 and
CDR 2020-01, which action is bought within the time period provided for in California
Government Code Sections 65009 and/or 66499.37, and Public Resources Code Section
21167, including the approval, extension or modification of CUP 2020-17 and CDR 2020-
01 or any of the proceedings, acts or determinations taken, done, or made prior to the
decision, or to determine the reasonableness, legality or validity of any condition attached
thereto. The Applicant's indemnification is intended to include, but not be limited to,
damages, fees and/or costs awarded against or incurred by Indemnitees and costs of suit,
claim or litigation, including without limitation attorneys' fees, penalties and other costs,
liabilities and expenses incurred by Indemnitees in connection with such proceeding. The
City will promptly notify the applicant of any such claim, action, or proceeding against the
City. If the project is challenged in court, the City and the applicant shall enter into formal
defense and indemnity agreement, consistent with this condition.
3. Within 30 days of project approval, the applicant shall sign and complete an
"Acknowledgment of Conditions" and shall return the executed original to the Community
Development Department for inclusion in the case records.
PLANNING DIVISION
4. Conditional Use Permit No. 2020-17 shall lapse and become void two years following the
date on which the conditional use permit became effective, unless one of the following: (1)
prior to the expiration of two years, a building permit related to the conditional use permit is
issued and construction commenced and diligently pursued toward completion; or (2) prior
to the expiration of two years, the applicant has applied for and has been granted an
extension of the conditional use permit approval pursuant to subsections (a), (b), and (c) of
Lake Elsinore Municipal Code (LEMC) Section 17.415.070.D.2. Subject to the provisions of
LEMC Section 17.415.070.I, a conditional use permit granted pursuant to the provisions of
PA 2020-106/CUP 2020-17/CDR 2020-01 PC: May 18, 2021
Conditions of Approval CC: June 22, 2021
Applicant’s Initials: _____ Page 2 of 15
this section shall run with the land and shall continue to be valid upon a change of ownership
of the site or structure, which was the subject of the Conditional Use Permit application.
5. Commercial Design Review No. 2020-01 shall lapse and become void two years following
the date on which the design review became effective, unless one of the following: (1) prior
to the expiration of two years, a building permit related to the design review is issued and
construction commenced and diligently pursued toward completion; or (2) prior to the
expiration of two years, the applicant has applied for and has been granted an extension of
the design review approval pursuant to subsections (1) and (2) of Lake Elsinore Municipal
Code (LEMC) Section 17.415.050.I.1. Notwithstanding conditions to the contrary, a design
review granted pursuant to LEMC Section 17.415.050.I.2 shall run with the land for this two-
year period, subject to any approved extensions, and shall continue to be valid upon a
change of ownership of the site, which was the subject of the design review application.
6. An application for modification, expansion or other change in a Conditional Use Permit shall
be reviewed according to the provisions of the Section 17.415.070 of the LEMC, in a similar
manner as a new application
7. If operation of this use raises concerns related to parking, noise, traffic, or other impacts, at
the discretion of the Community Development Director, this Conditional Use Permit may be
referred back to the Planning Commission for subsequent review at a Public Hearing. If
necessary, the Commission may modify or add conditions of approval to mitigate such
impacts, or may revoke said Conditional Use Permit.
8. All Conditions of Approval shall be reproduced on page one of building plans prior to their
acceptance by the Building and Safety Division, Community Development Department. All
Conditions of Approval shall be met prior to the issuance of a Certificate of Occupancy and
release of utilities.
9. All future development proposals shall be reviewed by the City on a project-by-project basis.
If determined necessary by the Community Development Director or designee, additional
environmental analysis will be required.
10. Any proposed minor revisions to approved plans shall be reviewed and approved by the
Community Development Director or designee. Any proposed substantial revisions to the
approved plans shall be reviewed according to the provisions of the Municipal Code in a
similar manner as a new application. Grading plan revisions shall be reviewed by the City
Engineer.
11. No development project is currently proposed on the portion of the subject property shown
as “Future Development” on the site plan. Any future development for this area is subject to
a review and approval of a Conditional Use Permit and/or a Design Review application in
accordance with the LEMC, Chapter 17.415 Permitting Requirements. Any future
subdivision of the subject property shall also comply with Title 16 Subdivisions of the LEMC.
If determined necessary by the Community Development Director or designee, additional
environmental analysis will be required.
12. A six (6) foot high wrought iron fence shall be constructed at project site’s northerly and
southerly property lines, and a six (6) foot high block wall shall be constructed at the rear
property line as shown on the site plan dated October 23, 2020 prepared for this project.
PA 2020-106/CUP 2020-17/CDR 2020-01 PC: May 18, 2021
Conditions of Approval CC: June 22, 2021
Applicant’s Initials: _____ Page 3 of 15
13. The applicant shall provide all project-related on-site and off-site improvements as required
by these Conditions of Approval.
14. Provisions of the City's Noise Ordinance (LEMC Chapter 17.176) shall be satisfied during
all site preparation and construction activity. Site preparation activity and construction shall
not commence before 7:00 AM and shall cease no later than 5:00 PM, Monday throu gh
Friday. Only finish work and similar interior construction may be conducted on Saturdays
and may commence no earlier than 8:00 am and shall cease no later than 4:00 p.m.
Construction activity shall not take place on Sunday, or any Legal Holidays.
15. In accordance with the Noise Impact Study dated February 15, 2021 prepared by MD
Acoustics, the project shall comply with the following additional conditions to reduce
construction noise as a result of the proposed project:
a. During construction, the contractor shall ensure all construction equipment is equipped
with appropriate noise attenuating devices.
b. The contractor should locate equipment staging areas that will create the greatest
distance between construction-related noise/vibration sources and sensitive receptors
nearest the project site during all project construction.
c. Idling equipment should be turned off when not in use.
d. Equipment shall be maintained so that vehicles and their loads are secured from
rattling and banging.
16. No individual signs are approved as part of this approval. The applicant or designee shall
submit an application for a sign permit, pay appropriate fees and receive approval from the
Community Development Department for any sign(s) installed at the project site. OR The
applicant shall submit a sign program for review and approval of the Planning Commission
prior to installation.
17. Graffiti shall be removed within 24 hours.
18. All materials and colors depicted on the approved plans shall be used. If the applicant
wishes to modify any of the approved materials or colors depicted on the plans, the applicant
shall submit a proposal setting forth the modifications for review by the Community
Development Director or his designee
19. The entire site shall be kept free from trash and debris at all times and in no event shall
trash and debris remain for more than 24 hours.
20. If any of the conditions of approval set forth herein fail to occur, or if they are, by their terms,
to be implemented and maintained over time, if any of such conditions fail to be so
implemented and maintained according to their terms, the City shall have the right to revoke
or modify all approvals herein granted, deny or further condition issuance of all future
building permits, deny revoke, or further condition all certificates of occupancy issued under
the authority of approvals herein granted; record a notice of violation on the property title;
institute and prosecute litigation to compel their compliance with said conditions or seek
damages for their violation
Prior to Issuance of Grading Permits/Building Permits
21. Prior to issuance of a building permit, the applicant shall pay Development Impact Fees
PA 2020-106/CUP 2020-17/CDR 2020-01 PC: May 18, 2021
Conditions of Approval CC: June 22, 2021
Applicant’s Initials: _____ Page 4 of 15
(DIF) and MSHCP Fees per LEMC Section 16.85, at the rate in effect at the time of payment.
22. All roof mounted or ground support air conditioning units or other mechanical equipment
incidental to development shall be architecturally screened or shielded by landscaping so
that they are not visible from neighboring property or public streets. Any roof mounted
central swamp coolers shall also be screened, and the Community Development Director,
prior to issuance of building permit shall approve screening plan.
23. The project shall meet all requirements of the Elsinore Valley Municipal Water District
(EVMWD). The applicant shall submit water and sewer plans to the EVMWD and shall
incorporate all district conditions and standards.
24. The property address (in numerals at least six inches high) shall be displayed near the
entrance and be easily visible from the front of the subject property and public right-of-way.
25. The applicant shall construct trash enclosure(s) with a decorative roof to match the colors,
materials and design of the project architecture.
26. A uniform hardscape and street furniture design including seating benches, trash
receptacles, free-standing potted plants, bike racks, light bollards, etc., shall be utilized and
be compatible with the architectural style. Detailed designs shall be submitted for Planning
Division review and approval prior to the issuance of building permits.
27. Prior to issuance of a building permit, one (1) set of the Final Landscaping / Irrigation Detail
Plans along with a digital copy (i.e. PDF format) shall be submitted to the Community
Development Department with appropriate fees, for review and approval by the Community
Development Director or designee.
a. All planting areas shall have permanent and automatic sprinkler system with 50% plant
coverage using a drip irrigation method.
b. All planting areas shall be separated from paved areas with a six inch (6”) high and six
inch (6”) wide concrete curb. Runoff shall be allowed from paved areas into landscape
areas.
c. Planting within fifteen feet (15’) of ingress/egress points shall be no higher than twenty-
four inches (24”).
d. Landscape planters shall be planted with an appropriate parking lot shade tree
pursuant to the LEMC and Landscape Design Guidelines.
e. No required tree planting bed shall be less than 5 feet wide.
f. Root barriers shall be installed for all trees planted within 10 feet of hardscape areas
to include sidewalks.
g. Any transformers and mechanical or electrical equipment shall be indicated on
landscape plan and screened as part of the landscaping plan.
h. The landscape plan shall provide for ground cover, shrubs, and trees and m eet all
requirements of the City’s adopted Landscape Guidelines.
i. All landscaping and irrigation shall be installed within affected portion of any phase at
the time a Certificate of Occupancy is requested for any building.
j. Final landscape plan must be consistent with approved site plan.
k. Final landscape plans to include planting and irrigation details.
l. Final landscape plans shall include drought tolerant planting consistent with Elsinore
Valley Municipal Water District standards subject to plan check and approval by the
City’s landscape plan check consultant.
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Conditions of Approval CC: June 22, 2021
Applicant’s Initials: _____ Page 5 of 15
m. No turf shall be permitted.
n. The landscaped area adjacent to the street shall be minimum 15’-0”.
28. Landscaping installed for the project shall be continuously maintained to the reasonable
satisfaction of the Community Development Director. If it is determined that the landscaping
is not being maintained, the Director of Community Development shall have the authority to
require the property owner to bring the landscaping into conformance with the approved
landscape plan. The continued maintenance of all landscaped areas shall be the
responsibility of the developer or any successors in interest.
29. The proposed location of on-site construction trailers shall be approved by the Community
Development Director or designee. A cash bond of $1,000 shall be required for any
construction trailers placed on the site and used during construction. Bonds will be released
after removal of trailers and restoration of the site to an acceptable state, subject to approval
of the Community Development Director or designee. Such trailer(s) shall be fully on private
property and outside the public right of way.
BUILDING DIVISION
General Conditions
30. Final Building and Safety Conditions. Final Building and Safety Conditions will be addressed
when building construction plans are submitted to Building and Safety for review. These
conditions will be based on occupancy, use, the California Building Code (CBC), and related
codes which are enforced at the time of building plan submittal.
31. Compliance with Code. All design components shall comply with applicable provisions of
the 2019 edition of the California Building, Plumbing and Mechanical Codes: 2019 California
Electrical Code; California Administrative Code, 2019 California Energy Codes, 2019
California Green Building Standards, California Title 24 Disabled Access Regulations, and
Lake Elsinore Municipal Code.
32. Green Measures. The application shall provide 10% voluntary green measures on the
project, as stipulated by the 2019 California Green Building Standards.
33. Disabled Access. Applicant shall provide details of all applicable disabled access provisions
and building setbacks on plans to include:
a. All ground floor units to be adaptable.
b. Disabled access from the public way to the entrance of the building.
c. Van accessible parking located as close as possible to the main entry.
d. Path of accessibility from parking to furthest point of improvement.
e. Path of travel from public right-of-way to all public areas on site, such as club house,
trach enclosure tot lots and picnic areas.
34. Street Addressing. Applicant must obtain street addressing for all proposed buildings by
requesting street addressing and submitting a site plan for commercial or multi-family
residential projects or a recorded final map for single- family residential projects. It takes 10
days to issue address and notify other agencies. Please contact Sonia Salazar at
ssalazar@lake-elsinore.org or 951-674-3124 X 277.
PA 2020-106/CUP 2020-17/CDR 2020-01 PC: May 18, 2021
Conditions of Approval CC: June 22, 2021
Applicant’s Initials: _____ Page 6 of 15
35. Clearance from LEUSD. A receipt or clearance letter from the Lake Elsinore School District
shall be submitted to the Building and Safety Department to ensure the payment or
exemption from School Mitigation Fees.
36. Obtain Approvals Prior to Construction. Applicant must obtain all building plans and permit
approvals prior to commencement of any construction work.
37. Obtaining Separate Approvals and Permits. Trash enclosures, patio covers, light standards,
and any block walls will require separate approvals and permits.
38. Sewer and Water Plan Approvals. On-site sewer and water plans will require separate
approvals and permits. Septic systems will need to be approved from Riverside County
Environmental Health Department before permit issuance.
39. House Electrical Meter. Applicant shall provide a house electrical meter to provide power
for the operation of exterior lighting, irrigation pedestals and fire alarm systems for each
building on the site. Developments with single user buildings shall clearly show on the plans
how the operation of exterior lighting and fire alarm systems when a house meter is not
specifically proposed.
At Plan Review Submittal
40. Submitting Plans and Calculations. Applicant must submit to Building and Safety four (4)
complete sets of plans and two (2) sets of supporting calculations for review and approval
including:
a. An electrical plan including load calculations and panel schedule, plumbing schematic,
and mechanical plan applicable to scope of work.
b. A Sound Transmission Control Study in accordance with the provisions of the Section
5.507, of the 2019 edition of the California Building Code.
c. A precise grading plan to verify accessibility for the persons with disabilities.
d. Truss calculations that have been stamped by the engineer of record of the building and
the truss manufacturer engineer.
Prior to Issuance of Grading Permit(s)
41. Onsite Water and Sewer Plans. Onsite water and sewer plans, submitted separately from
the building plans, shall be submitted to Building and Safety for review and approval.
42. Demolition Permits. A demolition permit shall be obtained if there is an existing structure to
be removed as part of the project. Asbestos report and lead base paint reports are required
before demo permit will be issued.
Prior to Issuance of Building Permit(s)
43. Plans Require Stamp of Registered Professional. Applicant shall provide appropriate stamp
of a registered professional with original signature on the plans. Provide C.D. of approved
plans to the Building Division.
PA 2020-106/CUP 2020-17/CDR 2020-01 PC: May 18, 2021
Conditions of Approval CC: June 22, 2021
Applicant’s Initials: _____ Page 7 of 15
Prior to Beginning of Construction
44. Pre-Construction Meeting. A pre-construction meeting is required with the building inspector
prior to the start of the building construction.
ENGINEERING DIVISION
GENERAL
45. All new submittals for plan checks and permits shall be made using the City’s online Citizen
Self-Service Portal (CSSP).
46. All plans (Street, Storm Drain, Improvement, Grading) shall be prepared by a Registered
Civil Engineer using the City’s standard title block.
47. All required soils, geotechnical, hydrology and hydraulic reports shall be prepared by a
Registered Civil Engineer.
48. In accordance with the City’s Franchise Agreement for waste disposal and recycling, the
developer shall be required to contract with CR&R Inc. for removal and disposal of all waste
material, debris, vegetation and other rubbish generated during cleaning, demolition, clear
and grubbing or all other phases of construction.
49. All Public Works requirements shall be complied with as a condition of development as
specified in the Lake Elsinore Municipal Code (LEMC) and Lake Elsinore Public Works
Standard Plans.
50. An Encroachment Permit shall be obtained prior to any work on City and/or State public
right-of-way. The developer shall submit the permit application, required fees and executed
agreements, security and other required documentation prior to issuance.
51. All slopes and landscaping within the public right-of-way shall be maintained by the property
owner or another maintenance entity approved by the City Council.
FEES
52. Applicant shall pay all applicable permit application and Engineering assessed fees,
including without limitation plan check and construction inspection fees, at the prevalent rate
at time of payment in full.
53. Applicant shall pay all applicable Mitigation and Development Impact Fees at the prevalent
rate at time of payment in full. Mitigation and Development Impact Fees include without
limitation the following:
Master Plan of Drainage Fee: $5,955 per gross acre (West Lake Elsinore District) –
Due at Grading Permit
Traffic Infrastructure Fee: $3.84 per square foot – Due at Building Permit
Transportation Uniform Mitigation Fee (TUMF): $7.50 per square foot – Due at
Occupancy
54. The developer shall pay fee in-lieu of construction of the future widening on Riverside Drive.
PA 2020-106/CUP 2020-17/CDR 2020-01 PC: May 18, 2021
Conditions of Approval CC: June 22, 2021
Applicant’s Initials: _____ Page 8 of 15
Improvements include, but limited to, widening, curb, gutter, sidewalk, and raised median.
The fee shall be equal to City Engineer approved cost estimate for improvements (including
contingency) plus an additional 155” of the total construction cost estimate to cover design
and administrative costs.
LAND DEDICATION
55. Dedicate to Caltrans in fee title right-of-way along Riverside Drive adjacent to the property
frontage for a total right-of -way of 60 feet wide from the centerline to the project property
line.
STORMWATER MANAGEMENT / POLLUTION PREVENTION / NPDES
Design
56. The project is responsible for complying with the Santa Ana Region NPDES Permits as
warranted based on the nature of development and/or activity. Permits include:
General Permit – Construction
De Minimis Discharges
MS4
57. A Water Quality Management Plan (WQMP) – shall be prepared using the Santa Ana
Region 8 approved template and guidance and submitted for review and approval to the
City. The Final WQMP shall be approved by the City prior to rough or precise grading plan
approval and issuance of any permit for construction.
58. The Final WQMP shall be in substantial conformance with the approved Preliminary WQMP
prior to entitlement.
59. The Final WQMP shall document the following:
Detailed site and project description.
Potential stormwater pollutants
Post-development drainage characteristics
Low Impact Development (LID) BMP selection and analysis
Structural and non-structural source control BMPs
Treatment Control BMPs
Site design and drainage plan (BMP Exhibit)
Documentation of how vector issues are addressed in the BMP design, operation and
maintenance.
GIS Decimal Minute Longitude and Latitude coordinates for all LID and Treatment
Control BMP location.
HCOC – demonstrate that discharge flow rates, velocities, duration and volume for post
construction condition from a 2-year 24-hour rainfall event will not cause adverse
impacts on downstream erosion and receiving waters, or measures are implemented
to mitigate significant adverse impacts downstream public facilities and water bodies.
Evaluation documentation shall include pre- and post-development hydrograph
volumes, time of concentration and peak discharge velocities, construction of sediment
PA 2020-106/CUP 2020-17/CDR 2020-01 PC: May 18, 2021
Conditions of Approval CC: June 22, 2021
Applicant’s Initials: _____ Page 9 of 15
budgets, and a sediment transport analysis. (Note the facilities may need to be larger
due to flood mitigation for the 10-yr 6- and 24-hour rain events).
The Operation and Maintenance (O&M) Plan and Agreement and/or CC&R’s shall:
1. Describe the long-term operation and maintenance requirements for BMPs
identified in the BMP Exhibit
2. Identify the entity that will be responsible for long-term operation and
maintenance of the referenced BMPs
3. Describe the mechanism for funding the long-term operation maintenance of the
referenced BMPs
4. Provide for annual certification of water quality facilities by a Registered Civil
Engineer. The City format shall be used. For facilities in the right-of-way to be
maintained by the City, the project shall annex into a CFD for funding.
The grading and/or improvement plan shall include a table listing each stormwater
facility, and the plan sheet where it appears.
60. The 2010 SAR MS4 Permit requires implementation of LID Principles and LID Site Design,
where feasible, to treat the pollutants of concern identified for the project, in the following
manner (from highest to lowest priority): (Section XII.E.2, XII.E3, and XII.E.7).
Evaluate site for highest and best us applicability (Exemption for projects that discharge
to the lake).
Preventative measures (these are mostly non-structural measures, e.g., preservation
of natural features to a level consistent with the MEP standard; minimization of urban
runoff through clustering, reducing impervious areas, etc.)
The Project shall infiltrate, harvest and use, evapotranspire and/or bio-treat the Design
Capture Volume (DCV).
The Project shall consider a properly engineered and maintained bio-treatment system
only if infiltration, harvesting and use and evapotranspiration cannot be feasibly
implemented at the project site.
Any portion of the DCV that is not infiltrated, harvested and used, evapotranspired,
and/or bio-treated shall be treated and discharged in accordance with the requirements
set forth in Section XII.G.
61. Parking lot landscaping areas shall be designed to provide for treatment, retention or
infiltration of runoff.
62. Project hardscape areas shall be designed constructed to provide for drainage into adjacent
landscape.
63. Project trash enclosure shall be covered, bermed, and designed to divert drainage from
adjoining paved areas and regularly maintained.
64. Hydromodification / Hydraulic Conditions of Concern – The project shall identify potential
Hydraulic Conditions of Concern (HCOC) and implement measures to limit disturbance of
natural water bodies and drainage systems; conserve natural areas; protect slopes,
channels and minimize significant impacts.
65. If CEQA identifies resources requiring Clean Water Act Section 401 Permitting, the applicant
shall obtain certification through the Santa Ana Regional Water Quality Control Board and
provide a copy to the Engineering Department.
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Conditions of Approval CC: June 22, 2021
Applicant’s Initials: _____ Page 10 of 15
66. All storm drain inlet facilities shall be appropriately marked “Only Rain in the Storm Drain”
using the City authorized marker.
67. The project shall use either volume-based and/or flow-based criteria for sizing BMPs in
accordance with NPDES Permit Provision XII.D.4.
68. All vehicle/equipment washing/steam cleaning areas must be self -contained and/or covered
with a clarifier or other pretreatment facility, and properly connected to a sanitary sewer or
other appropriately permitted disposal facility.
Construction
69. A Storm Water Pollution Prevention Plan (SWPPP) (as required by the NPDES General
Construction Permit) and a Water Quality Management Plan (WQMP) for post construction
are required this project.
70. Prior to grading or building permit for construction or demolition and/or weed abatement
activity, projects subject to coverage under the NDPES General Construction Permit shall
demonstrate that compliance with the permit has been obtained by providing a copy of the
Notice of Intent (NOI) submitted to the State Water Resources Control Board and a copy of
the notification of the issuance of a Waste Discharge Identification (WDID) Number or other
proof of filing to the satisfaction of the City Engineer. A copy of the SWPPP shall be kept at
the project site, updated, and be available for review upon request.
Post-Construction
71. Prior to the issuance of a certificate of use and/or occupancy, the applicant shall
demonstrate compliance with applicable NPDES permits for construction,
industrial/commercial, MS4, etc. to include:
Demonstrate that all structural Best Management Practices (BMPs) described in the
BMP Exhibit from the project’s approved WQMP have been implemented, constructed
and installed in conformance with approved plans and specifications.
Demonstrate that the project has compiled with all non-structural BMPs described in
the project’s WQMP.
Provide signed, notarized certification from the engineer of work that the structural
BMPs identified in the project’s WQMP are installed and operational.
Submit a copy of the fully executed, recorded Operations and Maintenance (O&M) Plan
for all structural BMPs or a copy of the City approved CC&R.
Demonstrate that copies of the project’s approved WQMP (with recorded O&M Plan or
CC&Rs attached) are available for each of the initial occupants.
Agree to pay for a Special Investigation from the City of the Lake Elsinore for a date
twelve (12) months after the issuance of a Certificate of Use and/or Occupancy for the
project to verify compliance with the approved WQMP and O&M Plan. A signed/sealed
certification from the engineer of work dated 12 months after Certificate of Occupancy
will be considered in lieu of a Special Investigation by the City.
Provide the City with a digital .pdf copy of the WQMP.
72. Chemical Management – Prior to issuance of building permits for any tank or pipeline, the
uses of said tank or pipeline shall be identified and the applicant shall submit a Chemical
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Conditions of Approval CC: June 22, 2021
Applicant’s Initials: _____ Page 11 of 15
Management Plan in addition to a WQMP with all appropriate measures for chemical
management (including, but not limited to, storage emergency response, employee training,
spill contingencies and disposal) in a manner meeting the satisfaction of the Manager,
Permit Intake, in Consultation with the Riverside County Fire Department and wastewater
agencies, as appropriate, to ensure implementation of each agency’s respective
requirements. A copy of the approved “Chemical Management Plan” shall be furnished to
the Fire Marshal, prior to issuance of any Certificates of Use and Occupancy.
UTILITIES
73. All arrangements for relocation of utility company facilities (power poles, vaults, etc.) out of
the roadway shall be the responsibility of the property owner or his agent.
74. All overhead utilities shall be undergrounded in accordance with Chapter 12.16 of the Lake
Elsinore Municipal Code (LEMC).
75. Underground water rights shall be dedicated to the City pursuant to the provisions of Section
16.52.030 (LEMC), and consistent with the City’s agreement with the Elsinore Valley
Municipal Water District.
76. The developer shall apply for, obtain and submit to the Engineering Department a letter from
Southern California Edison (SCE) indicating that the construction activity will not interfere
with the existing SCE facilities.
IMPROVEMENTS
77. Sight distance into and out and throughout the project location shall comply with Caltrans
standards.
78. 10-year storm runoff shall be contained within the curb and the 100-year shall be contained
within the street right-of-way. When either of these criteria are exceed, drainage facilities
shall be provided.
79. All drainage facilities in this project shall be constructed to Riverside County Flood Control
District Standards. Antecedent Moisture Condition (AMC) value of 2 shall be used for
hydrology calculations.
80. A drainage study shall be provided. The study shall include the f ollowing: identify storm
water runoff from the upstream of the site; show existing and proposed off - and on-site
drainage facilities; and include a capacity analysis verifying the adequacy of the facilities.
81. All natural drainage traversing the site shall be conveyed through the site, or shall be
collected and conveyed by a method approved by the City Engineer. All off-site drainage, if
different from historic flow, shall be conveyed to a public facility.
82. Developer shall mitigate to prevent any flooding and/or erosion downstream caused by the
development of the site and/or diversion of drainage.
83. Roof drains shall be allowed to outlet directly through coring in the street curb. Roofs should
drain to a landscaped area.
PA 2020-106/CUP 2020-17/CDR 2020-01 PC: May 18, 2021
Conditions of Approval CC: June 22, 2021
Applicant’s Initials: _____ Page 12 of 15
84. The site shall be planned and developed to keep surface water from entering buildings
(California Green Building Standards Code 4.106.3).
85. All existing storm drain inlet facilities adjacent to the subject properties shall be retrofitted
with a storm drain filter; all new storm drain inlet facilities constructed by this project shall
include a storm drain filter.
86. Installation of permanent benchmarks per City standards at the intersection of project
entrance and the centerline of Riverside Drive shall be shown on plan.
87. All California Registered Civil Engineer shall prepare the improvement plans required for
this project. Improvements shall be designed and constructed to City standards (LEMC
12.04 and 16.34). Improvement plans will be reviewed and approved by both the City of
Lake Elsinore and Caltrans.
88. The developer shall provide written documentation of plan approval by Caltrans as a
condition of permit issuance.
PRIOR TO GRADING PERMIT
Design
89. A grading plan signed and stamped by a California Registered Civil Engineer shall be
submitted for City review and approval for all addition and/or movement of soil (grading) on
site. The plan shall include separate sheets for erosion control, haul route (if applicable) and
traffic control. The grading submittal shall include all supporting documentation and be
prepared using City standard title block, standard drawings and design manual.
90. All grading plan contours shall extend to a minimum of 50 feet beyond property lines to
indicate existing drainage patterns.
91. The grading plan shall show that no structures, landscaping, or equipment are located near
the project entrances that could reduce sight distance.
92. The developer shall obtain all necessary off-site easement and/or permits for off-site grading
and the applicant shall accept drainage from the adjacent property owners.
Permit/Construction
93. Developer shall execute and submit grading and erosion control agreement, post grading
security and pay permit fees as a condition of grading permit issuance. A grading permit
does not include the construction of retaining walls or other structures for which a building
permit is required.
94. A preconstruction meeting with City Engineering Inspector is required to pr ior to
commencement of any grading activity.
95. Prior to commencement of grading operations, developer is to provide the City a map of all
proposed haul routes to be used for movement of export/import material. All such routes
shall be subject to review and approval of the City Engineer. Haul route shall be submitted
prior to issuance of a grading permit. Hauling in excess of 5,000 cubic yards shall be
PA 2020-106/CUP 2020-17/CDR 2020-01 PC: May 18, 2021
Conditions of Approval CC: June 22, 2021
Applicant’s Initials: _____ Page 13 of 15
approved by the City Council (LEMC 15.72.065).
96. Export sites located within the Lake Elsinore city limits must have an active grading permit.
97. Applicant to provide to the City a video record of the condition of all proposed public City
haul roads. In the event of damage to such roads, the applicant shall pay full cost of restoring
public roads to the baseline condition. A bond may be required to ensure payment of
damages to the public right-of-way, subject to approval of the City Engineer.
98. All grading shall be done under the supervision of a geotechnical engineer. Slopes steeper
than 2 to 1 shall be evaluated for stability and proper erosion control and approved by the
City.
99. Review and approval of the project sediment and erosion control plan shall be completed.
As warranted, a copy of the current SWPPP shall be kept at the project site and be available
for review upon request.
100. Approval of the project Final WQMP for post construction shall be received prior to issuance
of a grading permit.
101. Submit applicable environmental clearance document to the Engineering Department. This
approval shall identify and clear all proposed grading activity anticipated for this project.
102. Submit a “Will Serve” letter to the City Engineering Department from the applicable water
agency stating that water and sewer arrangements have been made for this project and
specify the technical data for the water service at the location, such as water pressure,
volume, etc.
PRIOR TO BUILDING PERMIT
103. Provide soils, geology and seismic report, including recommendation for parameters for
seismic design of buildings, and walls prior to building permit.
104. All required public right-of-way dedications, easements, dedications and vacations and
easement agreement(s) for ingress and egress through adjacent property(ies) shall be
recorded with a recorded copy provided to the City prior to building permit issuance.
105. All street improvement plans, signing and striping plans shall be completed and approved
by the City Engineer.
PRIOR TO OCCUPANCY/FINAL APPROVAL
106. All public improvements shall be completed in accordance with the approved plans or as
condition or as condition of this development to the satisfaction of the City Engineer.
107. As-built plans for all approved plan set shall be submitted for review and approval by the
City. The developer is responsible for revising the original mylar plans. Developer shall
provide the City with an electronic copy of the as-built plan in .tif format.
108. In the event of damage to City roads from hauling or other construction related activities,
applicant shall pay full cost of restoring public roads to the baseline condition.
PA 2020-106/CUP 2020-17/CDR 2020-01 PC: May 18, 2021
Conditions of Approval CC: June 22, 2021
Applicant’s Initials: _____ Page 14 of 15
109. Final soil report showing compliance with recommendations, compaction, reports, grade
certifications, monument certification (with tie notes delineated on 8 ½ X 11” mylar) shall be
submitted in .tif format on USB flash drive or electronically to the Engineering Department
before final inspection will be scheduled.
110. Provide electronically AutoCAD and GIS shapefiles of all final maps and street and storm
drain plans. All data must be in projected coordinate system, NAD 83 State Plane California
Zone VI US Fleet.
111. Developer shall submit documentation pursuant to City’s Security Release handout.
112. Developer shall pay all outstanding processing development fees prior to occupancy/final
approval.
CITY OF LAKE ELSINORE FIRE MARSHAL
113. The applicant/operator shall comply with all requirements of the Riverside County Fire
Department Lake Elsinore Office of the Fire Marshal. Questions should be directed to the
Riverside County Fire Department, Lake Elsinore Office of the Fire Marshal at 130 S. Main
St., Lake Elsinore, CA 92530. Phone: (951) 671-3124 Ext. 225.
114. The applicant must provide a fire hydrant system capable of delivering fire flow as required
by the California Fire Code and Fire Department standards. Fire hydrants shall be spaced
in accordance with the California Fire Code. Based on current standards, the required fire
flow is estimated to be 2,000 GPM at 20 PSI for a 2 hour duration. Estimated fire flow is
based on a 4,971 square foot building area with Type III-B construction per 2019 California
Fire Code. Submit plans to the water district for review and approval prior to building permit
issuance.
DEPARTMENT OF ADMINISTRATIVE SERVICES
Annex into the City of Lake Elsinore Community Facilities District No. 2015-2 (Maintenance
Services)
115. Prior to Building Permit, the applicant shall annex into the Community Facilities District No.
2015-2 (Maintenance Services) or current Community Facilities District in place at the time
of annexation to fund the on-going operation and maintenance of the public right-of-way
landscaped areas and neighborhood parks to be maintained by the City and for street lights
in the public right-of-way for which the City will pay for electricity and a maintenance fee to
Southern California Edison, including parkways, street maintenance, open space and public
storm drains constructed within the development and federal NPDES requirements to offset
the annual negative fiscal impacts of the project. Alternatively, the applicant may propose
alternative financing mechanisms to fund the annual negative fiscal impacts of the project
with respect to Maintenance Services. Applicant shall make a non-refundable deposit of
$15,000 or at the current rate in place at the time of annexation toward the cost of
annexation, formation or other mitigation process, as applicable.
PA 2020-106/CUP 2020-17/CDR 2020-01 PC: May 18, 2021
Conditions of Approval CC: June 22, 2021
Applicant’s Initials: _____ Page 15 of 15
I hereby state that I acknowledge receipt of the approved Conditions of Approval for the above
named project and do hereby agree to accept and abide by all Conditions of Approval as approved
by the City Council of the City of Lake Elsinore on __________ . I also acknowledge that all
Conditions shall be met as indicated.
Date:
Applicant’s Signature:
Print Name:
Address:
Phone Number:
JOY AVE RIVERSIDE DRFRASER DRSEDONA ST
LEON STQUAIL DR
BADALONA ST
WALNUT DR
WASHINGTON ST
LAKESHORE DR
WISCONSIN STESCAVERA STSEVILLE STESTANCIA STPARKVIEW PLBAZA STJOY AVE RIVERSIDE DRFRASER DRSEDONA ST
LEON STQUAIL DR
BADALONA ST
WALNUT DR
WASHINGTON ST
LAKESHORE DR
WISCONSIN STESCAVERA STSEVILLE STESTANCIA STPARKVIEW PLBAZA STPlanning Application No. 202 0-106APN: 379-160-002VICINITY MAP
PR OJEC T SITE
´
RIVERSIDE DRJOY AVE FRASER DRWALNUT DRSEDONA STQUAIL DRBADALONA ST LEON STESTANCIA STWASHINGTON STBAZA STSource: Esri, DigitalGlobe, GeoEye, Earthstar Geographics,CNES/Airbus DS, U SDA, USGS, AeroGRID, IGN, and the GIS UserCommunityRIVERSIDE DRJOY AVE FRASER DRWALNUT DRSEDONA STQUAIL DRBADALONA ST LEON STESTANCIA STWASHINGTON STBAZA STSource: Esri, DigitalGlobe, GeoEye, Earthstar Geographics,CNES/Airbus DS, U SDA, USGS, AeroGRID, IGN, and the GIS UserCommunity
Planning Application No. 202 0-106APN: 379-160-002AERIAL MAP
PR OJEC T SITE
´
CUP Resubmittal10/23/2020Sunny Express Carwash | 31401 Riverside Dr., Lake Elsinore, CA 9253017200 Red Hill Ave, Irvine, CA 92614jchoi@SynArcStudio.com |PN: 20_104w: 949-596-4298 |m: 949-233-1126Scale:Cover Sheet/ Vicinity MapA-CUP0.0NEW CONSTRUCTIONSUNNY EXPRESS CARWASH31401 RIVERSIDE DRIVE, LAKE ELSINORE, CA 92530
CUP Resubmittal10/23/2020Sunny Express Carwash | 31401 Riverside Dr., Lake Elsinore, CA 9253017200 Red Hill Ave, Irvine, CA 92614jchoi@SynArcStudio.com |PN: 20_104w: 949-596-4298 |m: 949-233-1126Scale:Existing Site PlanA-CUP1.1
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KEEP
08A-7.211A-7.25A-7.202A-7.212A-7.203A-7.209A-7.206A-7.202A-7.101A-7.103A-7.106A-7.1CUP Resubmittal10/23/2020Sunny Express Carwash | 31401 Riverside Dr., Lake Elsinore, CA 9253017200 Red Hill Ave, Irvine, CA 92614jchoi@SynArcStudio.com |PN: 20_104w: 949-596-4298 |m: 949-233-1126Scale:Proposed Site PlanA-CUP1.21" = 20'
01A-7.202A-7.101A-7.106A-7.103A-7.101A-7.2Floor plan/ Roof planA-CUP2.1CUP Resubmittal10/23/2020Sunny Express Carwash | 31401 Riverside Dr., Lake Elsinore, CA 9253017200 Red Hill Ave, Irvine, CA 92614jchoi@SynArcStudio.com |PN: 20_104w: 949-596-4298 |m: 949-233-1126Scale:
ADDRESSElevationsA-CUP7.1CUP Resubmittal10/23/2020Sunny Express Carwash | 31401 Riverside Dr., Lake Elsinore, CA 9253017200 Red Hill Ave, Irvine, CA 92614jchoi@SynArcStudio.com |PN: 20_104w: 949-596-4298 |m: 949-233-1126Scale:
Section, ElevationsA-CUP7.2Scale:CUP Resubmittal10/23/2020Sunny Express Carwash | 31401 Riverside Dr., Lake Elsinore, CA 9253017200 Red Hill Ave, Irvine, CA 92614jchoi@SynArcStudio.com |PN: 20_104w: 949-596-4298 |m: 949-233-1126Scale:
RenderingsA-CUP7.3Scale:CUP Resubmittal10/23/2020Sunny Express Carwash | 31401 Riverside Dr., Lake Elsinore, CA 9253017200 Red Hill Ave, Irvine, CA 92614jchoi@SynArcStudio.com |PN: 20_104w: 949-596-4298 |m: 949-233-1126Scale:
RenderingsA-CUP7.4Scale:CUP Resubmittal10/23/2020Sunny Express Carwash | 31401 Riverside Dr., Lake Elsinore, CA 9253017200 Red Hill Ave, Irvine, CA 92614jchoi@SynArcStudio.com |PN: 20_104w: 949-596-4298 |m: 949-233-1126Scale:
Materials BoardA-CUP7.5Scale:CUP Resubmittal10/23/2020Sunny Express Carwash | 31401 Riverside Dr., Lake Elsinore, CA 9253017200 Red Hill Ave, Irvine, CA 92614jchoi@SynArcStudio.com |PN: 20_104w: 949-596-4298 |m: 949-233-1126Scale:
PAYPOINT ENTERDO NOTR,9ER6,DE DR.ENTRYENTRY E;,T
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PAYPOINTCLEARKEEPR,9ER6,DE DR.TEUCRIUM FRUTICANS 'AZURE BLUE'1 GAL 343BUSH GERMANDER L
PLANTING SCHEDULE (ON-SITE)
SYMBOL BOTANICAL NAME COMMON NAME SIZE QUANTITY
ASPARAGUS RETROFRACTUS 5 GAL 32FERN PINE
WUCOLS
L
1 GAL 76MEXICAN LILY LBESCHORNERIA YUCCOIDES
MELIANTHUS MAJOR 5 GAL 47HONEYBUSH L
AGAVE ATTENUATA 5 GAL 29FOXTAIL AGAVE L
CALLISTEMON 'LITTLE JOHN'1 GAL 131LITTLE JOHN BOTTLEBRUSH L
ACACIA 'COUSIN ITT'1 GAL 70DWARF WATTLE L
CALLIANDRA HAEMATOCEPHALA 15 GAL 26PINK POWDER PUFF L
25 L
ACACIA STENOPHYLLA 24" BOX 8SHOESTRING ACACIA L
QUERCUS SUBER 36" BOX 16CORK OAK L
ELAEOCARPUS DECIPIENS JAPANESE BLUEBERRY 24" BOX
40 LROSMARINUS PROSTRATUS CARPET ROSEMARY 4" FLAT
ALOE PLICATILIS 15 GAL 12FAN ALOE L
(STANDARD)
(COLUMN)
(STANDARD)
PROSOPIS CHILENSIS 36" BOX 1CHILEAN MESQUITE L(STANDARD)
ASPARAGUS RETROFRACTUS BESCHORNERIA YUCCOIDES AGAVE ATTENUATA
SHEET
TITLE
PROJECT
TITLE
NO.DATEDESCRIPTIONDATE
LANDSCAPE
CONCEPTL-1
SUNNY CAR WASH
31401 RIVERSIDE DR.
LAKE ELSINORE, CA
92530
THIS PLAN(S) DOES NOT COMMUNICATE
CONSTRUCTION MEANS OR METHODS AND
THEREFORE SHALL NOT BE USED FOR
CONSTRUCTION OR MISCONSTRUED AS A
CONSTRUCTION PLAN OR TECHNICAL DOCUMENT.
DESIGNER/ CONTRACTOR IS NOT RESPONSIBLE
FOR BIDDING INACCURACIES, OMISSIONS, OR
MISUNDERSTANDINGS BY ANY PARTY THAT MAY
ARISE FROM THIS CONCEPT.
CONTRACTED SCOPE OF WORK SHALL DESCRIBE
ACTUAL INCLUSIONS OR EXCLUSIONS. NO
REPRESENTATION OF WHAT IS INCLUDED FOR
A SPECIFIED CONSTRUCTION BUDGET IS OFFERED
BY THIS CONCEPT.
SYNARC STUDIO EXPRESSLY RESERVES ITS
COMMON LAW COPYRIGHT AND OTHER PROPERTY
RIGHTS IN THESE DOCUMENTS. THESE
DOCUMENTS ARE NOT TO BE REPRODUCED,
CHANGED, OR COPIED IN ANY FORM OR MANNER
WHATSOEVER. NOR ARE THEY TO BE ASSIGNED TO
ANY THIRD PARTY WITHOUT FIRST OBTAINING
THE E XPRESSED WRITTEN PERMISSION AND
CONSENT OF SYNARC STUDIO.
2400 main st . suite 203 . irvine . ca . 92614
o . 949-596-7362
PLANT PHOTOS
SCALE: 1/16"=1'-0"
LANDSCAPE
PLANTING NOTES:
1. THE PLANTING PLAN IS DIAGRAMMATIC. ALL PLANT LOCATIONS ARE APPROXIMATE. PLANT SYMBOLS TAKE PRECEDENCE OVER PLANT QUANTITIES SPECIFIED.2. QUANTITITES SHOWN ON THE PLANTING PLAN ARE APPROXIMATE AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR.
3. THE CONTRACTOR SHALL NOTIFY LANDSCAPE DESIGNER OF DISCREPANICES BETWEEN QUANTITIES & SYMBOLS SHOWN.
4. PLANT PITS SHALL BE TWICE THE SIZE OF THE DESIGNATED NURSERY CONTAINERS.
5. PLANT MATERIAL SHALL NOT BE ROOT BOUND. FIVE GALLON PLANTS AND LARGER SHALL HAVE BEEN GROWN IN CONTAINERS FOR A MINIMUM OF 6 MONTHS AND A MAXIMUMOF 2 YEARS. PLANTS SHALL EXHIBIT HEALTHY GROWTH FREE OF DISEASES AND PESTS.
6. REMOVE NURSERY STAKES ON ALL VINES AND ATTACH TO ADJACENT WALLS OR FENCES WITH NON-METALLIC TIES. REMOVE NURSERY STAKES AND TIES FROM ALL TREES OR
NURSERY STOCK. MAINTAIN SIDE GROWTH ON ALL TREES.7. PROVIDE COMMERCIAL GRADE POLYESTER WEED CONTROL FABRIC UNDERLAYMENT BELOW ALL DECOMPOSED GRANITE PAVING AREAS. CUT HOLES IN FABRIC THE SIZE OF THE
PLANT ROOTBALLS AT LOCATIONS OF INDIVIDUAL OR CLUSTER ACCENT PLANTINGS.
GENERAL NOTES:
FULLY AUTOMATED IRRIGATION SYSTEM WILL BE PROVIDED
ELAEOCARPUSDECIPIENS LANDSCAPEACACIA 'COUSIN ITT'
ROSMARINUS PROSTRATUS
ALOE PLICATILIS QUERCUS SUBER
CALLIANDRA ATTACHED TO
NURSERY ESPALIER TRELLISES
TEUCRIUM FRUTICANS 'AZURE BLUE'MELIANTHUS MAJOR CALLIANDRA CALIFORNICA CALLIANDRA HAEMATOCEPHALA
ACACIASTENOPHYLLA PROSOPIS CHILENSIS
PAYPOINTPAYPOINT’ ’ ’ ’ ’’
In Out Total In Out TotalAM PM DailySingle-Tunnel Automated Car Wash1.00 Tunnel 900 900 36.00 50:50 18 18 36 190.00 50:50 41 41 8220% 20% 20%Pass-By Trips -180 -4 -4 -8 -8 -8 -16Net Total 720 14 14 28 33 33 662: LADOT Traffic Study Policies and Procedures (2017)Table 1: Proposed Project Trip GenerationPass By %'s 2Rate Volume RateIn:Out SplitVolumeRateIn:Out SplitPM Peak HourVolumeUnitDaily Trips (ADTs) AM Peak Hour1: SANDAG, April 2002Proposed Land Use1Qty
(NOT SO)BRIEF GUIDE OF VEHICULAR TRAFFIC GENERATION RATESFOR THE SAN DIEGO REGION
APRIL 2002
LAND USE TRIP CATEGORIES ESTIMATED WEEKDAY VEHICLE HIGHEST PEAK HOUR % (plus IN:OUT ratio) TRIP LENGTH
[PRIMARY:DIVERTED:PASS-BY]P TRIP GENERATION RATE (DRIVEWAY)Between 6:00-9:30 A.M. Between 3:00-6:30 P.M.(Miles)L
AGRICULTURE (Open Space) ..........................[80:18:2]2/acre**10.8
AIRPORT ........................................................[78:20:2]12.5
Commercial 60/acre, 100/flight, 70/1000 sq. ft.* ** 5% (6:4) 6% (5:5)
General Aviation 6/acre, 2/flight, 6/based aircraft* ** 9% (7:3) 15% (5:5)
Heliports 100/acre**
AUTOMOBILES
Car Wash
Automatic 900/site, 600/acre** 4% (5:5) 9% (5:5)
Self-serve 100/wash stall** 4% (5:5) 8% (5:5)
Gasoline ....................................................[21:51:28]2.8
with/Food Mart 160/vehicle fueling space** 7% (5:5) 8% (5:5)
with/Food Mart & Car Wash 155/vehicle fueling space** 8% (5:5) 9% (5:5)
Older Service Station Design 150/vehicle fueling space, 900/station** 7% (5:5) 9% (5:5)
Sales (Dealer & Repair) 50/1000 sq. ft., 300/acre, 60/service stall* ** 5% (7:3) 8% (4:6)
Auto Repair Center 20/1000 sq. ft., 400/acre, 20/service stall* 8% (7:3) 11% (4:6)
Auto Parts Sales 60/1000 sq. ft. ** 4% 10%
Quick Lube 40/service stall** 7% (6:4) 10% (5:5)
Tire Store 25/1000 sq. ft., 30/service stall** 7% (6:4) 11% (5:5)
CEMETERY 5/acre*
CHURCH (or Synagogue) ................................[64:25:11]9/1000 sq. ft., 30/acre** (quadruple rates 5% (6:4) 8% (5:5) 5.1
for Sunday, or days of assembly)
COMMERCIAL/RETAILS
Super Regional Shopping Center 35/1000 sq. ft.,
C 400/acre* 4%(7:3) 10% (5:5)
(More than 80 acres, more than
800,000 sq. ft., w/usually 3+
major stores)
Regional Shopping Center .........................[54:35:11]50/1000 sq. ft.,C 500/acre* 4%(7:3) 9% (5:5) 5.2
(40-80acres, 400,000-800,000
sq. ft., w/usually 2+ major stores)
Community Shopping Center ......................[47:31:22]80/1000 sq. ft., 700/acre* ** 4%(6:4) 10% (5:5) 3.6
(15-40 acres, 125,000-400,000 sq. ft.,
w/usually 1 major store, detached
restaurant(s), grocery and drugstore)
Neighborhood Shopping Center 120/1000 sq. ft., 1200/acre* ** 4% (6:4) 10% (5:5)
(Less than 15 acres, less than
125,000 sq. ft., w/usually grocery
& drugstore, cleaners, beauty & barber shop,
& fast food services)
Commercial Shops ......................................[45:40:15]
Specialty Retail/Strip Commercial 40/1000 sq. ft., 400/acre* 3% (6:4) 9% (5:5) 4.3
Electronics Superstore 50/1000 sq. ft**10% (5:5)
Factory Outlet 40/1000 sq. ft.** 3% (7:3) 9% (5:5)
Supermarket 150/1000 sq. ft., 2000/acre* ** 4% (7:3) 10% (5:5)
Drugstore 90/1000 sq. ft.** 4% (6:4) 10% (5:5)
Convenience Market (15-16 hours)500/1000 sq. ft.** 8% (5:5) 8% (5:5)
Convenience Market (24 hours)700/1000 sq. ft.** 9% (5:5) 7% (5:5)
Convenience Market (w/gasoline pumps) 850/1000 sq. ft., 550/vehicle fueling space** 6% (5:5) 7% (5:5)
Discount Club 60/1000 sq. ft., 600/acre* ** 1% (7:3) 9% (5.5)
Discount Store 60/1000 sq. ft., 600/acre** 3% (6:4) 8% (5:5)
Furniture Store 6/1000 sq. ft., 100/acre** 4% (7:3) 9% (5:5)
Lumber Store 30/1000 sq. ft., 150/acre** 7% (6:4) 9% (5:5)
Home Improvement Superstore 40/1000 sq. ft.** 5% (6:4) 8% (5:5)
Hardware/Paint Store 60/1000 sq. ft., 600/acre** 2% (6:4) 9% (5:5)
Garden Nursery 40/1000 sq. ft., 90/acre** 3% (6:4) 10% (5:5)
Mixed Use: Commercial (w/supermarket)/Residential 110/1000 sq. ft., 2000/acre* (commercial only) 3% (6:4) 9% (5:5)
5/dwelling unit, 200/acre* (residential only) 9% (3:7) 13% (6:4)
EDUCATION
University (4 years) .......................................[91:9:0]2.4/student, 100 acre* 10%(8:2) 9% (3:7) 8.9
Junior College (2 years) ................................[92:7:1] 1.2/student, 24/1000 sq. ft., 120/acre* ** 12%(8:2) 9% (6:4) 9.0
High School ...............................................[75:19:6]1.3/student, 15/1000 sq. ft., 60/acre* ** 20%(7:3) 10% (4:6) 4.8
Middle/Junior High ...................................[63:25:12]1.4/student, 12/1000 sq. ft. 50/acre** 30%(6:4) 9% (4:6) 5.0
Elementary ...............................................[57:25:10]1.6/student, 14/1000 sq. ft., 90/acre* ** 32%(6:4) 9% (4:6) 3.4
Day Care .................................................[28:58:14]5/child, 80/1000 sq. ft.** 17%(5:5) 18% (5:5) 3.7
FINANCIALS ..................................................[35:42:23]3.4
Bank (Walk-In only) 150/1000 sq. ft., 1000/acre* ** 4% (7:3) 8% (4:6)
with Drive-Through 200/1000 sq. ft., 1500/acre* 5% (6:4) 10% (5:5)
Drive-Through only 250 (125 one-way)/lane* 3% (5:5) 13% (5:5)
Savings & Loan 60/1000 sq. ft., 600/acre** 2%9%
Drive-Through only 100 (50 one-way)/lane** 4% 15%
HOSPITAL ......................................................[73:25:2]8.3
General 20/bed, 25/1000 sq. ft., 250/acre* 8%(7:3) 10% (4:6)
Convalescent/Nursing 3/bed** 7%(6:4) 7% (4:6)
INDUSTRIAL
Industrial/Business Park (commercial included)........[79:19:2]16/1000 sq. ft., 200/acre* ** 12% (8:2) 12% (2:8) 9.0
Industrial Park (no commercial)8/1000 sq. ft., 90/acre** 11%(9:1) 12% (2:8)
Industrial Plant (multiple shifts).............................[92:5:3] 10/1000 sq. ft., 120/acre* 14%(8:2) 15% (3:7)11.7
Manufacturing/Assembly 4/1000 sq. ft., 50/acre** 19%(9:1) 20% (2:8)
Warehousing 5/1000 sq. ft., 60/acre** 13%(7:3) 15% (4:6)
Storage 2/1000 sq. ft., 0.2/vault, 30/acre* 6%(5:5) 9% (5:5)
Science Research & Development 8/1000 sq. ft., 80/acre* 16%(9:1) 14% (1:9)
Landfill & Recycling Center 6/acre 11%(5:5) 10% (4:6)
NOTE: This listing only represents a guide of average, or estimated, traffic generation "driveway" rates and some very general trip data for land uses (emphasis on acreage and building square footage)
in the San Diego region. These rates (both local and national) are subject to change as future documentation becomes available, or as regional sources are updated. For more specific information
regarding traffic data and trip rates, please refer to the San Diego Traffic Generators manual. Always check with local jurisdictions for their preferred or applicable rates.
(OVER)
401 B Street, Suite 800
San Diego, California 92101
(619) 699-1900 • Fax (619) 699-1950
MEMBER AGENCIES: Cities of Carlsbad, Chula Vista, Coronado, Del Mar, El Cajon, Encinitas, Escondido, Imperial Beach, La Mesa, Lemon Grove, National City,
Oceanside, Poway, San Diego, San Marcos, Santee, Solana Beach, Vista and County of San Diego.
ADVISORY/LIAISON MEMBERS: California Department of Transportation, County Water Authority, U.S. Department of Defense, S.D. Unified Port District and Tijuana/Baja California.
{
6 Venture, Suite 225 | Irvine, California 92618 | t: (949) 878-3509
www.tjwengineering.com
February 17, 2021
Mr. Nicholas Lowe
Consultant Traffic Engineer
City of Lake Elsinore
130 South Main Street
Lake Elsinore, CA 92530
SUBJECT: Sunny Express Car Wash Vehicle Miles Traveled Memorandum, City of Lake Elsinore
Dear Mr. Lowe,
TJW Engineering, Inc. (TJW) is pleased to submit this Vehicle Miles Traveled (VMT) memorandum for the
proposed Sunny Express Car Wash project in the City of Lake Elsinore. The proposed project includes 5,436
square foot express car wash. A site plan is attached for reference. The purpose of this memorandum is to
summarize VMT analysis results.
Proposed Project
The project site is located at 31401 Riverside Drive south west of the intersection Riverside Drive and Walnut
Drive in the City of Lake Elsinore. The project will construct a 5,436 square foot express car wash. Site access
will be provided at Riverside Drive.
Vehicle Miles Traveled (VMT) Review
Senate Bill (SB) 743 was adopted in 2013 requiring the Governor’s Office of Planning and Research (OPR) to
identify new metrics for identifying and mitigating transportation impacts within the California
Environmental Quality Act (CEQA). For land use projects, OPR has identified Vehicle Miles Traveled (VMT) as
the new metric for transportation analysis under CEQA. The regulatory changes to the CEQA guidelines that
implement SB 743 were approved on December 28th, 2018 with an implementation date of July 1st, 2020 as
the new metric.
The following VMT guidelines are based on the WRCOG Implementation Pathway Study, March 2019, which
provides options for both methodologies and VMT screening. As stated in City Traffic Impact Analysis
APPROVED
3/2/2021
NRL
Mr. Lowe
Vehicle Miles Traveled Memorandum
February 17, 2021
Page 2
TJW Engineering, Inc.
SAS21001 Sunny Express Carwash VMT Memo 02172021
guidelines adopted June 2020, it is anticipated that the proposed project will be screened out per the
following screening steps:
Low VMT Area Screening
Residential and office projects located within a low VMT-generating area may be presumed to have a
less than significant impact absent substantial evidence to the contrary. In addition, other employment-
related and mixed-use land use projects may qualify for the use of screening if the project can reasonably
be expected to generate VMT per resident, per worker, or per service population that is similar to the
existing land uses in the low VMT area.
For this screening in the WRCOG area, the RIVTAM travel forecasting model was used to measure VMT
performance for individual jurisdictions and for individual traffic analysis zones (TAZs). TAZs are
geographic polygons similar to Census block groups used to represent areas of homogenous travel
behavior. Total daily VMT per service population (population plus employment) was estimated for each
TAZ. As shown in Exhibit 1, the RIVTAM model indicates the proposed project will be located within a low
VMT generating area and is presumed to have a less than significant impact.
WRCOG is a screening tool developed by Fehr and Peers which helps figure out whether a project is
located within a low VMT area. The jurisdiction thresholds and results from WRCOG screening tool are
shown below:
Jurisdictional average 2012 daily total VMT per service population = 36.29
Project TAZ 2012 daily total VMT per service population = 26.83 (Pass)
Jurisdictional average 2012 daily residential home-based VMT per capita = 18.63
Project TAZ 2012 daily residential home-based VMT per capita = 15.12 (Pass)
Jurisdictional average 2012 daily home-based work VMT per worker = 11.76
Project TAZ 2012 daily home-based work VMT per worker = 9.69 (Pass)
Project Type Screening
Local serving retail projects less than 50,000 square feet may be presumed to have a less than significant
impact absent substantial evidence to the contrary. Local serving retail generally improves the convenience
of shopping close to home and has the effect of reducing vehicle travel. The proposed project will be local
serving under 50,000 square feet and is presumed to have a less than significant impact.
Mr. Lowe
Vehicle Miles Traveled Memorandum
February 17, 2021
Page 3
TJW Engineering, Inc.
SAS21001 Sunny Express Carwash VMT Memo 02172021
Summary
This memorandum provides an overview of the VMT analysis for the proposed project for consistency with
the new CEQA Guidelines. As stated in the City Traffic Impact Analysis guidelines, it was determined the
proposed project passes the WRCOG Screening process and is presumed to have a less than significant
transportation impact. The proposed project is a local serving retail project with less than 50,000 square feet
and is within a low VMT generating area, therefore the proposed project does not require a further VMT
analysis.
Please contact us at (949) 878-3509 if you have any questions regarding this memorandum.
Sincerely,
Thomas Wheat, PE, TE Daniel Flores, EIT
President Project Engineer
Registered Civil Engineer #69467
Registered Traffic Engineer #2565
Mr. Lowe
Vehicle Miles Traveled Memorandum
February 17, 2021
Page 4
TJW Engineering, Inc.
SAS21001 Sunny Express Carwash VMT Memo 02172021
Exhibit 1: WRCOG VMT Screening Tool Results
Sunny Express Car Wash
Air Quality and Greenhouse Gas Impact Study
City of Lake Elsinore, CA
Prepared for:
Mr. Justin Barth
Synarc Studio
17200 Red Hill Avenue
Irvine, CA 92614
Prepared by:
MD Acoustics, LLC
Mike Dickerson, INCE
1197 Los Angeles Ave, Ste C-256
Simi Valley, CA 93065
Date: 2/15/2021
Sunny Express Car Wash
Air Quality and Greenhouse Gas Impact Study
City of Lake Elsinore, CA TABLE OF CONTENTS
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TABLE OF CONTENTS
1.0 Introduction .......................................................................................................................... 1
1.1 Purpose of Analysis and Study Objectives 1
1.2 Project Summary 1
1.2.1 Site Location 1
1.2.2 Project Description 1
1.2.3 Sensitive Receptors 2
1.3 Executive Summary of Findings and Mitigation Measures 2
2.0 Regulatory Framework and Background ................................................................................. 6
2.1 Air Quality Regulatory Setting 6
2.1.1 National and State 6
2.1.2 South Coast Air Quality Management District 8
2.1.3 Local 11
2.2 Greenhouse Gas Regulatory Setting 12
2.2.1 International 12
2.2.2 National 12
2.2.3 California 13
2.2.4 South Coast Air Quality Management District 20
2.2.5 Local 22
3.0 Setting ................................................................................................................................. 24
3.1 Existing Physical Setting 24
3.1.1 Local Climate and Meteorology 24
3.1.2 Local Air Quality 25
3.1.3 Attainment Status 28
3.2 Greenhouse Gases 28
4.0 Modeling Parameters and Assumptions ............................................................................... 31
4.1 Construction 31
4.2 Operations 32
4.3 Localized Construction Analysis 32
4.4 Localized Operational Analysis 34
5.0 Thresholds of Significance .................................................................................................... 35
5.1 Air Quality Thresholds of Significance 35
5.1.1 CEQA Guidelines for Air Quality 35
5.1.2 Regional Significance Thresholds for Construction Emissions 35
5.1.3 Regional Significance Thresholds for Operational Emissions 35
5.1.4 Thresholds for Localized Significance 36
5.2 Greenhouse Gas Thresholds of Significance 36
5.2.1 CEQA Guidelines for Greenhouse Gas 36
6.0 Air Quality Emissions Impact ................................................................................................ 38
6.1 Construction Air Quality Emissions Impact 38
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City of Lake Elsinore, CA TABLE OF CONTENTS
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6.1.1 Regional Construction Emissions 38
6.1.2 Localized Construction Emissions 39
6.1.3 Odors 39
6.1.4 Construction-Related Toxic Air Contaminant Impact 40
6.2 Operational Air Quality Emissions Impact 40
6.2.1 Regional Operational Emissions 40
6.2.2 Localized Operational Emissions 41
6.3 CO Hot Spot Emissions 41
6.4 Cumulative Regional Air Quality Impacts 42
6.5 Air Quality Compliance 42
7.0 Greenhouse Gas Impact Analysis .......................................................................................... 45
7.1 Construction Greenhouse Gas Emissions Impact 45
7.2 Operational Greenhouse Gas Emissions Impact 45
7.3 Greenhouse Gas Plan Consistency 46
8.0 References ........................................................................................................................... 51
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Air Quality and Greenhouse Gas Impact Study
City of Lake Elsinore, CA TABLE OF CONTENTS
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LIST OF APPENDICES
Appendix A:
CalEEMod Daily Emission Output
Appendix B:
CalEEMod Annual Emission Output
LIST OF EXHIBITS
Exhibit A ........................................................................................................................................... 4
Location Map 4
Exhibit B ........................................................................................................................................... 5
Site Plan 5
LIST OF TABLES
Table 1: Land Use Summary ........................................................................................................................ 2
Table 2: Ambient Air Quality Standards ..................................................................................................... 7
Table 3: Meteorological Summary ............................................................................................................ 25
Table 4: Local Area Air Quality Levels from the Lake Elsinore Monitoring Stations ................................ 26
Table 5: South Coast Air Basin Attainment Status .................................................................................... 28
Table 6: Description of Greenhouse Gases ............................................................................................... 30
Table 7: Construction Equipment Assumptions1 ...................................................................................... 33
Table 8: Regional Significance - Construction Emissions (pounds/day) ................................................... 38
Table 9: Localized Significance – Construction ......................................................................................... 39
Table 10: Regional Significance - Unmitigated Operational Emissions (lbs/day) ..................................... 40
Table 11: Localized Significance – Unmitigated Operational Emissions ................................................... 41
Table 12: Construction Greenhouse Gas Emissions ................................................................................. 45
Table 13: Opening Year Unmitigated Project-Related Greenhouse Gas Emissions ................................. 46
Table 14: City of Lake Elsinore GHG Reduction Measures for Commercial Developments and Project
Consistency1 .............................................................................................................................................. 48
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City of Lake Elsinore, CA TABLE OF CONTENTS
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GLOSSARY OF TERMS
AQMP Air Quality Management Plan
CAAQS California Ambient Air Quality Standards
CARB California Air Resources Board
CEQA California Environmental Quality Act
CFCs Chlorofluorocarbons
CH4 Methane
CNG Compressed natural gas
CO Carbon monoxide
CO2 Carbon dioxide
CO2e Carbon dioxide equivalent
DPM Diesel particulate matter
GHG Greenhouse gas
HFCs Hydrofluorocarbons
LST Localized Significant Thresholds
MTCO2e Metric tons of carbon dioxide equivalent
MMTCO2e Million metric tons of carbon dioxide equivalent
NAAQS National Ambient Air Quality Standards
NOx Nitrogen Oxides
NO2 Nitrogen dioxide
N2O Nitrous oxide
O3 Ozone
PFCs Perfluorocarbons
PM Particle matter
PM10 Particles that are less than 10 micrometers in diameter
PM2.5 Particles that are less than 2.5 micrometers in diameter
PMI Point of maximum impact
PPM Parts per million
PPB Parts per billion
RTIP Regional Transportation Improvement Plan
RTP Regional Transportation Plan
SCAB South Coast Air Basin
SCAQMD South Coast Air Quality Management District
SF6 Sulfur hexafluoride
SIP State Implementation Plan
SOx Sulfur Oxides
SRA Source/Receptor Area
TAC Toxic air contaminants
VOC Volatile organic compounds
WRCC Western Regional Climate Center
Sunny Express Car Wash
Air Quality and Greenhouse Gas Impact Study
City of Lake Elsinore, CA Introduction
1
1.0 Introduction
1.1 Purpose of Analysis and Study Objectives
This air quality and greenhouse gas (GHG) analysis was prepared to evaluate whether the estimated
criteria pollutants and GHG emissions generated from the project would cause a significant impact to
the air resources in the project area. This assessment was conducted within the context of the
California Environmental Quality Act (CEQA, California Public Resources Code Sections 21000, et seq.).
The assessment is consistent with the methodology and emission factors endorsed by South Coast Air
Quality Management District (SCAQMD), California Air Resource Board (CARB), and the United States
Environmental Protection Agency (US EPA).
1.2 Project Summary
1.2.1 Site Location
The project site is located at 31401 Riverside Drive in the City of Lake Elsinore, California, as shown in
Exhibit A. Per the City of Lake Elsinore Lake View District Land Use Plan the site has a current land use
classification of General Commercial. The proposed land use is commercial. Land uses surrounding the
site include commercial uses and vacant land to the north, vacant land to the south, Riverside Drive to
the east, and multi-family residential uses to the west (adjacent to the future development portion of
the project site).
1.2.2 Project Description
The Project proposes to develop approximately 1.26-acres of an approximately 2.45-acre project site
(remainder of site for future development) with a 5,436 square foot express car wash with 27 vacuum
stations. Exhibit B demonstrates the site plan for the project.
Construction activities within the Project area will consist of demolition, site preparation, grading,
building, paving, and architectural coating. Table 1 summarizes the land use description for the Project
Site.
< Table 1, next page >
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Air Quality and Greenhouse Gas Impact Study
City of Lake Elsinore, CA Introduction
2
Table 1: Land Use Summary
Land Use Unit Amount Size Metric
Automobile Care Center1 5.436 TSF
Other Asphalt Surfaces 0.930 Acre
Other Non-Asphalt Surfaces 8.978 TSF
TSF= thousand square foot
1 CalEEMod does not have a car wash land use available in its database; therefore, the proposed car wash was modeled as an Automobile Care Center
(Institute of Transportation Engineers, Trip Generation Manual, 10th Edition, 2017, Land Use Code 942), as this is the closest land use to a car wash
available.
1.2.3 Sensitive Receptors
Sensitive receptors are considered land uses or other types of population groups that are more
sensitive to air pollution than others due to their exposure. Sensitive population groups include
children, the elderly, the acutely and chronically ill, and tho se with cardio-respiratory diseases. For
CEQA purposes, a sensitive receptor would be a location where a sensitive individual could remain for
24-hours or longer, such as residencies, hospitals, and schools (etc).
The closest existing sensitive receptors (to the site area) are the multi-family residential dwelling units
located approximately 290 feet (~88 meters) west and 560 feet (~171 meters) southwest and the
single-family residential uses located approximately 255 feet (~78 meters) northwest and 581 feet
(~177 meters) northeast of the boundaries of the proposed development.
1.3 Executive Summary of Findings and Mitigation Measures
The following is a summary of the analysis results:
Construction-Source Emissions
Project construction-source emissions would not exceed applicable regional thresholds of significance
established by the SCAQMD. For localized emissions, the project will not exceed applicable Localized
Significance Thresholds (LSTs) established by the SCAQMD.
Project construction-source emissions would not conflict with the Basin Air Quality Management Plan
(AQMP). As discussed herein, the project will comply with all applicable SCAQMD construction-source
emission reduction rules and guidelines. Project construction source emissions would not cause or
substantively contribute to violation of the California Ambient Air Quality Standards (CAAQS) or
National Ambient Air Quality Standards (NAAQS).
Established requirements addressing construction equipment operations, and construction material
use, storage, and disposal requirements act to minimize odor impacts that may result from
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Air Quality and Greenhouse Gas Impact Study
City of Lake Elsinore, CA Introduction
3
construction activities. Moreover, construction-source odor emissions would be temporary, short-
term, and intermittent in nature and would not result in persistent impacts that would affect
substantial numbers of people. Potential construction -source odor impacts are therefore considered
less-than-significant.
Operational-Source Emissions
The project operational-sourced emissions would not exceed applicable regional thresholds of
significance established by the SCAQMD. Project operational-source emissions would not result in or
cause a significant localized air quality impact as discussed in the Operations -Related Local Air Quality
Impacts section of this report. Additionally, project-related traffic will not cause or result in CO
concentrations exceeding applicable state and/or federal standards (CO “hotspots). Project
operational-source emissions would therefore not adversely affect sensitive receptors within the
vicinity of the project.
Project operational-source emissions would not conflict with the Basin Air Quality Management Plan
(AQMP). The project's emissions meet SCAQMD regional thresholds and will not result in a significant
cumulative impact. The project does not propose any such uses or activities that would result in
potentially significant operational-source odor impacts. Potential operational-source odor impacts are
therefore considered less-than significant.
Project-related GHG emissions meet the SCAQMD draft screening threshold of 3,000 metric tons of
carbon dioxide equivalents (MTCO2e) per year and are also considered to be less than significant. The
project also complies with the goals of the City of Lake Elsinore Climate Action Plan, CARB Scoping Plan,
AB-32, and SB-32.
Mitigation Measures
A. Construction Measures
Adherence to SCAQMD Rule 403 is required.
No construction mitigation required.
B. Operational Measures to Reduce Greenhouse Gas Emissions
No operational mitigation required.
Sunny Express Car Wash
Air Quality and Greenhouse Gas Impact Study
City of Lake Elsinore, CA
Exhibit A
Location Map
4
SITE
Introduction
Exhibit B
Site Plan
5
Sunny Express Car Wash
Air Quality and Greenhouse Gas Impact Study
City of Lake Elsinore, CA Introduction
Sunny Express Car Wash
Air Quality and Greenhouse Gas Impact Study
City of Lake Elsinore, CA Regulatory Framework and Background
6
2.0 Regulatory Framework and Background
2.1 Air Quality Regulatory Setting
Air pollutants are regulated at the national, state, and air basin level; each agency has a different level
of regulatory responsibility. The United States Environmental Protection Agency (EPA) regulates at the
national level. The California Air Resources Board (ARB) regulates at the state level. The South Coast Air
Quality Management District (SCAQMD) regulates at the air basin level.
2.1.1 National and State
The EPA is responsible for global, international, and interstate air pollution issues and policies. The EPA
sets national vehicle and stationary source emission standards, oversees approval of all State
Implementation Plans, provides research and guidance for air pollution programs, and sets National Air
Quality Standards, also known as federal standards. There are six common air pollutants, called criteria
pollutants, which were identified from the provisions of the Clean Air Act of 1970.
• Ozone
• Nitrogen Dioxide
• Lead
• Particulate Matter (PM10 and PM2.5)
• Carbon Monoxide
• Particulate Matter
• Sulfur Dioxide
The federal standards were set to protect public health, including that of sensitive individuals; thus, the
standards continue to change as more medical research is available regarding the health ef fects of the
criteria pollutants. Primary federal standards are the levels of air quality necessary, with an adequate
margin of safety, to project the public health.
A State Implementation Plan is a document prepared by each state describing existing air quality
conditions and measures that will be followed to attain and maintain federal standards. The State
Implementation Plan for the State of California is administered by the ARB, which has overall
responsibility for statewide air quality maintenance and air pollution prevention. California’s State
Implementation Plan incorporates individual federal attainment plans for regional air districts —air
district prepares their federal attainment plan, which sent to ARB to be approved and incorporated
into the California State Implementation Plan. Federal attainment plans include the technical
foundation for understanding air quality (e.g., emission inventories and air quality monitoring), control
measures and strategies, and enforcement mechanisms. See
http://www.arb.ca.gov/research/aaqs/aaqs.htm for additional information on criteria pollutants and
air quality standards.
The federal and state ambient air quality standards are summarized in Table 2 and can also be found at
http://www.arb.ca.gov/research/aaqs/aaqs2.pdf.
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City of Lake Elsinore, CA Regulatory Framework and Background
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Table 2: Ambient Air Quality Standards
Pollutant Averaging Time California Standards1 National Standards2
Concentrations3 Method4 Primary3,5 Secondary3,6 Method7
Ozone (O3) 1-Hour 0.09 ppm Ultraviolet
Photometry
- - Same as Primary
Standard
Ultraviolet
Photometry 8-Hour 0.070 ppm 0.070 ppm (147 μg/m3)
Respirable
Particulate Matter
(PM10)8
24-Hour 50 μg/m3 Gravimetric or Beta
Attenuation
150 μ/m3 Same as Primary
Standard
Inertial Separation
and Gravimetric
Analysis Annual Arithmetic Mean 20 μg/m3 - -
Fine Particulate
Matter (PM2.5)8
24-Hour - - - - 35 μg/m3 Same as Primary
Standard Inertial Separation
and Gravimetric
Analysis Annual Arithmetic Mean 12 μg/m3 Gravimetric or Beta
Attenuation 12 μg/m3 15 μg/m3
Carbon Monoxide
(CO)
1-Hour 20 ppm (23 μg/m3) Non-Dispersive
Infrared Photometry
(NDIR)
35 ppm (40 μg/m3) - - Non-Dispersive
Infrared
Photometry (NDIR)
8-Hour 9.0 ppm (10 μg/m3) 9 ppm (10 μg/m3) - -
8-Hour
(Lake Tahoe) 6 ppm (7 μg/m3) - - - -
Nitrogen Dioxide
(NO2)9
1-Hour 0.18 ppm (339 μg/m3) Gas Phase
Chemiluminescence
100 ppb (188 μg/m3) - - Gas Phase
Chemiluminescence Annual Arithmetic Mean 0.030 ppm (357 μg/m3) 0.053 ppm (100 μg/m3) Same as Primary
Standard
Sulfur Dioxide (SO2)10
1-Hour 0.25 ppm (655 μg/m3)
Ultraviolet
Fluorescence
75 ppb (196 μg/m3) - -
Ultraviolet
Fluorescence;
Spectrophotometry
(Pararosaniline
Method)
3-Hour - - - - 0.5 ppm
(1300 mg/m3)
24-Hour 0.04 ppm (105 μg/m3) 0.14 ppm
(for certain areas)10 - -
Annual Arithmetic Mean - - 0.130ppm
(for certain areas)10 - -
Lead11,12
30 Day Average 1.5 μg/m3
Atomic Absorption
- -
Calendar Qrtr - - 1.5 μg/m3
(for certain areas)12 Same as Primary
Standard
High Volume
Sampler and Atomic
Absorption Rolling 3-Month Average - - 0.15 μg/m3
Visibility Reducing
Particles13 8-Hour See footnote 13
Beta Attenuation and
Transmittance
through Filter Tape No
National
Standards
Sulfates 24-Hour 25 μg/m3 Ion Chromatography
Hydrogen Sulfide 1-Hour 0.03 ppm (42 μg/m3) Ultraviolet
Fluorescence
Vinyl Chloride11 24-Hour 0.01 ppm (26 μg/m3) Gas Chromatography
Notes:
1. California standards for ozone, carbon monoxide (except 8-hour Lake Tahoe), sulfur dioxide (1 and 24 hour), nitrogen dioxide, and particulate matter
(PM10, PM2.5, and visibility reducing particles), are values that are not to be exceeded. All others are no t to be equaled or exceeded. California
ambient air quality standards are listed in the Table of Standards in Section 70200 of Title 17 of the California Code of Regulations.
2. National standards (other than ozone, particulate matter, and those based on annual arithmetic mean) are not to be exceeded more than once a
year. The ozone standard is attained when the fourth highest 8-hour concentration measured at each site in a year, averaged over three years, is
equal to or less than the standard. For PM10, the 24 hour standard is attained when the expected number of days per calendar year with a 24-hour
average concentration above 150 μg/m3 is equal to or less than one. For PM2.5, the 24 hour standard is attained when 98 percent of the daily
concentrations, averaged over three years, are equal to or less than the standard. Contact the U.S. EPA for further clarification and current national
policies.
3. Concentration expressed first in units in which it was promulgated. Equivalent units given in parentheses are based upon a reference temperature of
25°C and a reference pressure of 760 torr. Most measurements of air quality are to be corrected to a reference temperature of 25°C and a reference
pressure of 760 torr; ppm in this table refers to ppm by volume, or micromoles of pollutant per mole of gas.
4. Any equivalent measurement method which can be shown to the satisfaction of the ARB to give equivalent results at or near the level of the air
quality standard may be used.
5. National Primary Standards: The levels of air quality necessary, with an adequate margin of safety to protect the public health.
6. National Secondary Standards: The levels of air quality necessary to protect the public welfare from any known or anticipated adverse effects of a
pollutant.
7. Reference method as described by the U.S. EPA. An “equivalent method” of measurement may be used but must have a “consistent relationship to
the reference method” and must be approved by the U.S. EPA.
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City of Lake Elsinore, CA Regulatory Framework and Background
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8. On December 14, 2012, the national annual PM2.5 primary standard was lowered from 15 μg/m3 to 12.0 μg/m3. The existing national 24-hour PM2.5
standards (primary and secondary) were retained at 35 μg/m3, as was the annual secondary standard of 15 μg/m3. The existing 24-hour PM10
standards (primary and secondary) of 150 μg/m3 also were retained. The form of the annual primary and secondary standards is the annual mean,
averaged over 3 years.
9. To attain the 1-hour national standard, the 3-year average of the annual 98th percentile of the 1-hour daily maximum concentrations at each site
must not exceed 100 ppb. Note that the national 1-hour standard is in units of parts per billion (ppb). California standards are in units of parts per
million (ppm). To directly compare the national 1-hour standard to the California standards the units can be converted from ppb to ppm. In this case,
the national standard of 100 ppb is identical to 0.100 ppm.
10. On June 2, 2010, a new 1-hour SO2 standard was established and the existing 24-hour and annual primary standards were revoked. To attain the 1-
hour national standard, the 3-year average of the annual 99th percentile of the 1-hour daily maximum concentrations at each site must not exceed
75 ppb. The 1971 SO2 national standards (24-hour and annual) remain in effect until one year after an area is designated for the 2010 standard,
except that in areas designated nonattainment for the 1971 standards, the 1971 standards remain in effect until implementation plans to attain or
maintain the 2010 standards are approved.
Note that the 1-hour national standard is in units of parts per billion (ppb). California standards are in units of parts per million (ppm). To directly
compare the 1-hour national standard to the California standard the units can be converted to ppm. In this case, the national standard of 75 ppb is
identical to 0.075 ppm.
11. The ARB has identified lead and vinyl chloride as 'toxic air contaminants' with no threshold level of exposure for adverse health effects determined.
These actions allow for the implementation of control measures at levels below the ambient concentrations specified for these pollutants.
12. The national standard for lead was revised on October 15, 2008 to a rolling 3-month average. The 1978 lead standard (1.5 μg/m3 as a quarterly
average) remains in effect until one year after an area is designated for the 2008 standard, except that in areas designated nonattainment for the
1978 standard, the 1978 standard remains in effect until implementation plans to attain or maintain the 2008 standard are approved.
13. In 1989, the ARB converted both the general statewide 10-mile visibility standard and the Lake Tahoe 30-mile visibility standard to instrumental
equivalents, which are "extinction of 0.23 per kilometer" and "extinction of 0.07 per kilometer" for the statewide and Lake Tahoe Air Basin standards,
respectively.
Several pollutants listed in Table 2 are not addressed in this analysis. Analysis of lead is not included in
this report because the project is not anticipated to emit lead. Visibility -reducing particles are not
explicitly addressed in this analysis because particulate matter is addressed. The project is not
expected to generate or be exposed to vinyl chloride because proposed project uses do not utilize the
chemical processes that create this pollutant and there are no such uses in the project vicinity. The
proposed project is not expected to cause exposure to hydrogen sulfide because it would not generate
hydrogen sulfide in any substantial quantity.
2.1.2 South Coast Air Quality Management District
The agency for air pollution control for the South Coast Air Basin (basin) is the South C oast Air Quality
Management District (SCAQMD). SCAQMD is responsible for controlling emissions primarily from
stationary sources. SCAQMD maintains air quality monitoring stations throughout the basin. SCAQMD,
in coordination with the Southern California Association of Governments, is also responsible for
developing, updating, and implementing the Air Quality Management Plan (AQMP) for the basin. An
AQMP is a plan prepared and implemented by an air pollution district for a county or region designated
as nonattainment of the federal and/or California ambient air quality standards. The term
nonattainment area is used to refer to an air basin where one or more ambient air quality standards
are exceeded.
Every three (3) years the SCAQMD prepares a new AQMP, updat ing the previous plan and having a 20-
year horizon.
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Air Quality and Greenhouse Gas Impact Study
City of Lake Elsinore, CA Regulatory Framework and Background
9
On March 23, 2017 CARB approved the 2016 AQMP. The 2016 AQMP is a regional blueprint for
achieving the federal air quality standards and healthful air.
The 2016 AQMP includes both stationary and mobile source strategies to ensure that rapidly
approaching attainment deadlines are met, that public health is protected to the maximum extent
feasible, and that the region is not faced with burdensome sanctions if the Plan is not approved or if
the NAAQS are not met on time. As with every AQMP, a comprehensive analysis of emissions,
meteorology, atmospheric chemistry, regional growth projections, and the impact of existing control
measures is updated with the latest data and methods. The most significant air quality challenge in the
Basin is to reduce nitrogen oxide (NOx) emissions sufficiently to meet the upcoming ozone standard
deadlines. The primary goal of this Air Quality Management Plan is to meet clean air standards and
protect public health, including ensuring benefits to environmental justice and disadvantaged
communities. Now that the plan has been approved by CARB, it has been forwarded to the U.S.
Environmental Protection Agency for its review. If approved by EPA, the plan becomes federally
enforceable
The 2012 AQMP built upon the approaches taken in the 2007 AQMP for the attainment of federal PM
and ozone standards, and highlights the significant amount of reductions needed and the need to
engage in interagency coordinated planning of mobile sources to meet all of the federal criteria
pollutant standards. Compared with the 2007 AQMP, the 2012 AQMP utilize d revised emissions
inventory projections that use 2008 as the base year. On -road emissions are calculated using CARB
EMFAC2011 emission factors and the transportation activity data provided by SCAG from their 2012
Regional Transportation Plan (2012 RTP). Off-road emissions were updated using CARB’s 2011 In-Use
Off-Road Fleet Inventory Model. Since the 2007 AQMP was finalized new area source catego ries such
as liquid propane gas (LPG) transmission losses, storage tank and pipeline cleaning and degassing, and
architectural colorants, were created and included in the emissions inventories. The 2012 AQMP also
includes analysis of several additional sources of GHG emissions such as landfills and could also assist in
reaching the GHG target goals in the AB32 Scoping Plan.
South Coast Air Quality Management District Rules
The AQMP for the basin establishes a program of rules and regulations administered by SCAQMD to
obtain attainment of the state and federal standards. Some of the rules and regulations that apply to
this Project include, but are not limited to, the followin g:
SCAQMD Rule 402 prohibits a person from discharging from any source whatsoever such quantities of
air contaminants or other material which cause injury, detriment, nuisance, or annoyance to any
considerable number of persons or to the public, or which endanger the comfort, repose, health or
safety of any such persons or the public, or which cause, or have a natural tendency to cause, injury or
damage to business or property.
SCAQMD Rule 403 governs emissions of fugitive dust during construction and oper ation activities.
Compliance with this rule is achieved through application of standard Best Management Practices,
such as application of water or chemical stabilizers to disturbed soils, covering haul vehicles, restricting
vehicle speeds on unpaved roads to 15 miles per hour, sweeping loose dirt from paved site access
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roadways, cessation of construction activity when winds exceed 25 mph, and establishing a permanent
ground cover on finished sites.
Rule 403 requires that fugitive dust be controlled with best available control measures so that the
presence of such dust does not remain visible in the atmosphere beyond the property line of the
emission source. In addition, Rule 403 requires implementation of dust suppression techniques to
prevent fugitive dust from creating a nuisance off site. Applicable suppression techniques are indicated
below and include but are not limited to the following:
• Apply nontoxic chemical soil stabilizers according to manufacturers’ specifications to all inactive
construction areas (previously graded areas in active for 10 days or more).
• Water active sites at least three times daily.
• Cover all trucks hauling dirt, san, soil, or other loose materials, or maintain at least 2 feet of
freeboard in accordance with the requirements of California Vehicle Code (CVC) section 23114.
• Pave construction access roads at least 100 feet onto the site from the main road.
• Reduce traffic speeds on all unpaved roads to 15 mph or less.
• Suspension of all grading activities when wind speeds (including instantaneous wind gusts)
exceed 25 mph.
• Bumper strips or similar best management practices shall be provided where vehicles enter and
exit the construction site onto paved roads or wash off trucks and any equipment leaving the
site each trip.
• Replanting disturbed areas as soon as practical.
• During all construction activities, construction contractors shall sweep on -site and off-iste
streets if silt is carried to adjacent public thoroughfares, to reduce the amount of particulate
matter on public streets.
SCAQMD Rule 1113 governs the sale, use, and manufacturing of architectural coating and limits the
VOC content in paints and paint solvents. This rule regulates the VOC content of paints available during
construction. Therefore, all paints and solvents used during construction and operation of project must
comply with Rule 1113.
Idling Diesel Vehicle Trucks – Idling for more than 5 minutes in any one location is prohibited within
California borders.
Rule 2702. The SCAQMD adopted Rule 2702 on February 6, 2009, which establishes a voluntary air
quality investment program from which SCAQMD can collect funds from parties that desire certified
GHG emission reductions, pool those funds, and use them to purchase or fund GHG emission reduction
projects within two years, unless extended by the Governing Board. Priority will be given to projects
that result in co-benefit emission reductions of GHG emissions and criteria or toxic air pollutants within
environmental justice areas. Further, this voluntary program may compete with the cap-and-trade
program identified for implementation in CARB’s Scoping Plan, or a Federal cap and trade program.
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2.1.3 Local
Local jurisdictions, such as the City of Lake Elsinore, have the authority and responsibility to reduce air
pollution through their police power and decision-making authority. Specifically, the City is responsible
for the assessment and mitigation of air emissions resulting from its land use decisions . The City is also
responsible for the implementation of transportation control measures as outlined in the 2016 AQMP .
Examples of such measures include bus turnouts, energy-efficient streetlights, and synchronized traffic
signals. In accordance with CEQA requirements and the CEQA review process, the City assesses the air
quality impacts of new development projects, requires mitigation of potentially significant air quality
impacts by conditioning discretionary permits, and monitors and enforces implementation of such
mitigation.
The City relies on the expertise of the SCAQMD and utilizes the SCAQMD CEQA Air Quality Handbook
as the guidance document for the environmental review of plans and development proposals within its
jurisdiction.
City of Lake Elsinore General Plan
The City of Lake Elsinore adopted their General Plan in December 2011. The Public Safety and Welfare
Element in the General Plan, contains the following air quality -related goals and policies that are
applicable to the proposed project:
Goal 1 Continue to coordinate with the Air Quality Management District and the City’s Building
Department to reduce the amount of fugitive dust that is emitted into the atmosphere
from unpaved areas, parking lots, and construction sites.
Policy 1.1 Continue to implement requirements identified in the National Pollutant Discharge
Elimination System (NPDES).
Goal 2 Work with regional and state governments to develop effective mitigation measures to
improve air quality.
Policy 2.1 Support the SCAQMD in its development of improve d ambient air quality monitoring
capabilities and establishment of standards, thresholds, and rules to address, and where
necessary mitigate, the air quality impacts of new development.
Policy 2.2 Support programs that educate the public about regional air quality issues,
opportunities and solutions.
Policy 2.3 Evaluate the purchase of alternative fuel vehicles for official City vehicles.
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2.2 Greenhouse Gas Regulatory Setting
2.2.1 International
Many countries around the globe have made an effort to reduce GHGs since climate change is a global
issue.
Intergovernmental Panel on Climate Change. In 1988, the United Nations and the World
Meteorological Organization established the Intergovernmental Panel on Climate Change to assess the
scientific, technical and socio-economic information relevant to understanding the scientific basis of
risk of human-induced climate change, its potential impacts, and options for adaptation and mitigation.
United Nations. The United States participates in the United Nations Framework Convention on
Climate Change (UNFCCC) (signed on March 21, 1994). Under the Convention, governments gather and
share information on greenhouse gas emissions, national policies, and best practices; launch national
strategies for addressing greenhouse gas emissions and adapting to expected impacts, including the
provision of financial and technological support to developing countries; and cooperate in preparing
for adaptation to the impacts of climate change.
The 2014 UN Climate Change Conference in Lima Peru provided a unique opportunity to engage all
countries to assess how developed countries are implementing actions to reduce emissions.
Kyoto Protocol. The Kyoto Protocol is a treaty made under the UNFCCC and was the first international
agreement to regulate GHG emissions. It has been estimated that if the commitments outlined in the
Kyoto Protocol are met, global GHG emissions could be reduced by an estimated 5 percent from 1990
levels during the first commitment period of 2008 – 2012 (UNFCCC 1997). On December 8, 2012, the
Doha Amendment to the Kyoto Protocol was adopted. The amendment includes: New commitments
for Annex I Parties to the Kyoto Protocol who agreed to take on commitments in a second commitment
period from 2013 – 2020; a revised list of greenhouse gases (GHG) to be reported on by Parties in the
second commitment period; and Amendments to several articles of the Kyoto Protocol which
specifically referenced issues pertaining to the first commitment period and which needed to be
updated for the second commitment period.
2.2.2 National
Greenhouse Gas Endangerment. On December 2, 2009, the EPA announced that GHGs threaten the
public health and welfare of the American people. The EPA also states that GHG emissions from on-
road vehicles contribute to that threat. The decision was based on Massachusetts v. EPA (Supreme
Court Case 05-1120) which argued that GHGs are air pollutants covered by the Clean Air Act and that
the EPA has authority to regulate those emissions.
Clean Vehicles. Congress first passed the Corporate Average Fuel Economy law in 1975 to increase the
fuel economy of cars and light duty trucks. The law has become more stringent over time. On May 19,
2009, President Obama put in motion a new national policy to increase fuel economy for all new cars
and trucks sold in the United States. On April 1, 2010, the EPA and the Department of Transportation’s
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National Highway Safety Administration announced a joint final ru le establishing a national program
that would reduce greenhouse gas emissions and improve fuel economy for new cars and trucks sold in
the United States.
The first phase of the national program would apply to passenger cars, light -duty trucks, and medium-
duty passenger vehicles, covering model years 2012 through 2016. They require these vehicles to
meet an estimated combined average emissions level of 250 grams of carbon dioxide per mile,
equivalent to 35.5 miles per gallon if the automobile industry we re to meet this carbon dioxide level
solely through fuel economy improvements. Together, these standards would cut carbon dioxide
emissions by an estimated 960 million metric tons and 1.8 billion barrels of oil over the lifetime of the
vehicles sold under the program (model years 2012-2016). The second phase of the national program
would involve proposing new fuel economy and greenhouse gas standards for model years 2017 –
2025 by September 1, 2011.
On October 25, 2010, the EPA and the U.S. Department of Transportation proposed the first national
standards to reduce greenhouse gas emissions and improve fuel efficiency of heavy-duty trucks and
buses. For combination tractors, the agencies are proposing engine and vehicle standards that begin in
the 2014 model year and achieve up to a 20 percent reduction in carbon dioxide emissions and fuel
consumption by the 2018 model year. For heavy-duty pickup trucks and vans, the agencies are
proposing separate gasoline and diesel truck standards, which phase in starting in the 2014 model year
and achieve up to a 10 percent reduction for gasoline vehicles and 15 percent reduction for diesel
vehicles by 2018 model year (12 and 17 percent respectively if accounting for air conditioning leakage).
Lastly, for vocational vehicles, the agencies are proposing engine and vehicle standards starting in the
2014 model year which would achieve up to a 10 percent reduction in fuel consumption and carbon
dioxide emissions by 2018 model year.
Mandatory Reporting of Greenhouse Gases. On January 1, 2010, the EPA started requiring large
emitters of heat-trapping emissions to begin collecting GHG data under a new reporting system. Under
the rule, suppliers of fossil fuels or industrial greenhouse gases, manufacturers of vehicles and eng ines,
and facilities that emit 25,000 metric tons or more per year of greenhouse gas emissions are required
to submit annual reports to the EPA.
Climate Adaption Plan. The EPA Plan identifies priority actions the Agency will take to incorporate
considerations of climate change into its programs, policies, rules and operations to ensure they are
effective under future climatic conditions. The following link provides more information on the EPA
Plan: https://www.epa.gov/arc-x/planning-climate-change-adaptation
2.2.3 California
California Code of Regulations (CCR) Title 24, Part 6 . CCR Title 24, Part 6: California’s Energy Efficiency
Standards for Residential and Nonresidential Buildings (Title 24) were first established in 1978 in
response to a legislative mandate to reduce California’s energy consumption. The standards are
updated periodically to allow consideration and possible incorporation of new energy efficiency
technologies and methods. Although it was not originally intended to reduce GHG emissions,
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electricity production by fossil fuels results in GHG emissions and energy efficient buildings require less
electricity. Therefore, increased energy efficiency results in decreased GHG emissions.
The Energy Commission adopted 2008 Standards on April 23, 2008 and Building Standards Commission
approved them for publication on September 11, 2008. These updates became effective on August 1,
2009. 2013 and 2016 standards have been approved and became effective July 1, 2014 and January 1,
2016, respectively.
California Code of Regulations (CCR) Title 24, Part 11 . All buildings for which an application for a
building permit is submitted on or after January 1, 2020 must follow the 2019 standards. Energy
efficient buildings require less electricity; therefore, increased energy efficiency reduces fossil fuel
consumption and decreases greenhouse gas emissions. The following links provide more information
on Title 24, Part 11:
https://www.dgs.ca.gov/BSC/Codes
https://www.energy.ca.gov/sites/default/files/2020-03/Title_24_2019_Building_Standards_FAQ_ada.pdf
California Green Building Standards On January 12, 2010, the State Building Standards Commission
unanimously adopted updates to the California Green Building Standards Code, which went into effect
on January 1, 2011. The Housing and Community Development (HCD) updated CALGreen through the
2015 Triennial Code Adoption Cycle, during the 2016 to 2017 fiscal year. During the 2019-2020 fiscal
year, the Department of Housing and Community Development (HCD) updated CALGreen through the
2019 Triennial Code Adoption Cycle.
The Code is a comprehensive and uniform regulatory code for all residential, commercial and school
buildings. CCR Title 24, Part 11: California Green Building Standards (Title 24) became effective in 2001
in response to continued efforts to reduce GHG emissions associated with energy consumption. CCR
Title 24, Part 11 now require that new buildings reduce water consumption, employ building
commissioning to increase building system efficiencies, divert construction waste from landfills, and
install low pollutant-emitting finish materials. One focus of CCR Title 24, Part 11 is water conservat ion
measures, which reduce GHG emissions by reducing electrical consumption associated with pumping
and treating water. CCR Title 24, Part 11 has approximately 52 nonresidential mandatory measures
and an additional 130 provisions for optional use. Some key mandatory measures for commercial
occupancies include specified parking for clean air vehicles, a 20 percent reduction of potable water
use within buildings, a 50 percent construction waste diversion from landfills, use of building finish
materials that emit low levels of volatile organic compounds, and commissioning for new,
nonresidential buildings over 10,000 square feet.
The 2019 CalGreen Code includes the following changes and/or additional regulations:
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Single-family homes built with the 2019 standards will use about 7 percent less energy due to energy
efficiency measures versus those built under the 2016 standards. Once rooftop solar electricity
generation is factored in, homes built under the 2019 standards will use about 53 percent less energy
than those under the 2016 standards. Nonresidential buildings will use about 30 percent less energy
due mainly to lighting upgrades1.
HCD modified the best management practices for stormwater pollution prevention adding Section
5.106.2 for projects that disturb one or more acres of land. This section requires projects that disturb
one acre or more of land or less than one acre of land but are part of a larger common plan of
development or sale must comply with the post-construction requirement detailed in the applicable
National Pollutant Discharge Elimination System (NPDES) General Permit for Stormwater Discharges
Associated with Construction and Land Disturbance Activities issued by the State Water Resources
Control Board. The NPDES permits require post-construction runoff (post-project hydrology) to match
the preconstruction runoff pre-project hydrology) with installation of post-construction stormwater
management measures.
HCD added sections 5.106.4.1.3 and 5.106.4.1.5 in regards to bicycle parking. Sect ion 5.106.4.1.3
requires new buildings with tenant spaces that have 10 or more tenant -occupants, provide secure
bicycle parking for 5 percent of the tenant-occupant vehicular parking spaces with a minimum of one
bicycle parking facility. In addition, Section 5.106.4.1.5 states that acceptable bicycle parking facility for
Sections 5.106.4.1.2 through 5.106.4.1.4 shall be convenient from the street and shall meeting one of
the following: (1) covered, lockable enclosures with permanently anchored racks for bic ycles; (2)
lockable bicycle rooms with permanently anchored racks; or (3) lockable, permanently anchored
bicycle lockers.
HCD amended section 5.106.5.3.5 allowing future charging spaces to qualify as designated parking for
clean air vehicles.
HCD updated section 5.303.3.3 in regards to showerhead flow rates. This update reduced the flow rate
to 1.8 GPM.
HCD amended section 5.304.1 for outdoor potable water use in landscape areas and repealed sections
5.304.2 and 5.304.3. The update requires nonresidential developments to comply with a local water
efficient landscape ordinance or the current California Department of Water Resource’s’ Model Water
Efficient Landscape Ordinance (MWELO), whichever is more stringent. Some updates were also made
in regards to the outdoor potable water use in landscape areas for public schools and community
colleges.
1 https://ww2.energy.ca.gov/title24/2019standards/documents/2018_Title_24_2019_Building_Standards_FAQ.pdf
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HCD updated Section 5.504.5.3 in regards to the use of MERV filters in mechanically ventilated
buildings. This update changed the filter use from MERV 8 to MERV 13.
The California Green Building Standards Code does not prevent a local jurisdiction from adopting a
more stringent code as state law provides methods for local enhancements. The Code recognizes that
many jurisdictions have developed existing construction and demolition ordinances, and defers to
them as the ruling guidance provided they provide a minimum 50 -percent diversion requirement. The
code also provides exemptions for areas not served by construction and demolition recycling
infrastructure. State building code provides the minimum standard that buildings need to meet in
order to be certified for occupancy. Enforcement is generally through the local building official. The
following link provides more on CalGreen Building Standards:
http://www.bsc.ca.gov/Home/CALGreen.aspx
Executive Order S-3-05. California Governor issued Executive Order S-3-05, GHG Emission, in June 2005, which
established the following targets:
• By 2010, California shall reduce greenhouse gas emissions to 2000 levels;
• By 2020, California shall reduce greenhouse gas emissions to 1990 levels.
• By 2050, California shall reduce greenhouse gas emissions to 80 percent below 1990 levels.
The executive order directed the secretary of the California Environmental Protection Agency (CalEPA)
to coordinate a multi-agency effort to reduce GHG emissions to the target levels. To comply with the
Executive Order, the secretary of CalEPA created the California Climate Action Team (CAT), made up of
members from various state agencies and commissions. The team released its first report in March
2006. The report proposed to achieve the targets by building on the voluntary actions of businesses,
local governments, and communities and through State incentive and regulatory programs.
Executive Order S-01-07. Executive Order S-1-07 was issued in 2007 and proclaims that the
transportation sector is the main source of GHG emissions in the State, since it generates more than 40
percent of the State’s GHG emissions. It establishes a goal to reduce the carbon intensity of
transportation fuels sold in the State by at least ten percent by 2020. This Order also directs CARB to
determine whether this Low Carbon Fuel Standard (LCFS) could be adopted as a discrete early-action
measure as part of the effort to meet the mandates in AB 32.
On April 23, 2009 CARB approved the proposed regulation to implement the low carbon fuel standard.
The low carbon fuel standard is anticipated to reduce GHG emissions by about 16 MMT per year by
2020. The low carbon fuel standard is designed to provide a framework that uses market mechanisms
to spur the steady introduction of lower carbon fuels. The framework establishes performance
standards that fuel producers and importers must meet each year beginning in 2011. Separate
standards are established for gasoline and diesel fuels and the alternative fuels that can replace each.
The standards are “back-loaded”, with more reductions required in the last five years, than the first
five years. This schedule allows for the development of advanced fuels that are lower in carbon than
today’s fuels and the market penetration of plug -in hybrid electric vehicles, battery electric vehicles,
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fuel cell vehicles, and flexible fuel vehicles. It is anticipated that compliance with the low carbon fuel
standard will be based on a combination of both lower carbon fuels and more efficient vehicles.
Reformulated gasoline mixed with corn-derived ethanol at ten percent by volume and low sulfur diesel
fuel represent the baseline fuels. Lower carbon fuels may be ethanol, biodiesel, renewable diesel, or
blends of these fuels with gasoline or diesel as appropriate. Compressed natural gas and liquefied
natural gas also may be low carbon fuels. Hydrogen and electricity, when used in fuel cells or electric
vehicles are also considered as low carbon fuels for the low carbon fuel standard.
SB 97. Senate Bill 97 (SB 97) was adopted August 2007 and acknowledges that climate change is a
prominent environmental issue that requires analysis under CEQA. SB 97 directed the Governor’s
Office of Planning and Research (OPR), which is part of the State Resource Agency, to prepare, develop,
and transmit to CARB guidelines for the feasible mitigation of GHG emissions or the effects of GHG
emissions, as required by CEQA, by July 1, 2009. The Resources Agency was required to certify and
adopt those guidelines by January 1, 2010.
Pursuant to the requirements of SB 97 as stated above, on December 30, 2009 the Natural Resources
Agency adopted amendments to the state CEQA guidelines that address GHG emissions. The CEQA
Guidelines Amendments changed 14 sections of the CEQA Guidelines and incorporate GHG language
throughout the Guidelines. However, no GHG emissions thresholds of significance are provided and no
specific mitigation measures are identified. The GHG emission reduction amendments went into effect
on March 18, 2010 and are summarized below:
• Climate action plans and other greenhouse gas reduction plans can be used to determine whether
a project has significant impacts, based upon its compliance with the plan.
• Local governments are encouraged to quantify the greenhouse gas emissions of proposed projects,
noting that they have the freedom to select the models and methodologies that best meet their
needs and circumstances. The section also recommends consideration of several qualitative
factors that may be used in the determination of significance, such as the extent to which the given
project complies with state, regional, or local GHG reduction plans and policies. OPR does not set
or dictate specific thresholds of significance. Consistent with existing CEQA Guidelines, OPR
encourages local governments to develop and publish their own thresholds of significance for GHG
impacts assessment.
• When creating their own thresholds of significance, local governments may consider the thresholds
of significance adopted or recommended by other public agencies, or recommended by experts.
• New amendments include guidelines for determining methods to mitigate the effects of
greenhouse gas emissions in Appendix F of the CEQA Guidelines.
• OPR is clear to state that “to qualify as mitigation, specific measures from an existing plan m ust be
identified and incorporated into the project; general compliance with a plan, by itself, is not
mitigation.”
• OPR’s emphasizes the advantages of analyzing GHG impacts on an institutional, programmatic
level. OPR therefore approves tiering of environmental analyses and highlights some benefits of
such an approach.
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• Environmental impact reports (EIRs) must specifically consider a project's energy use and energy
efficiency potential.
AB 32. The California State Legislature enacted AB 32, the California Global Warming Solutions Act of
2006. AB 32 requires that greenhouse gases emitted in California be reduced to 1990 levels by the year
2020. “Greenhouse gases” as defined under AB 32 include carbon dioxide, methane, nitrous oxide,
hydrofluorocarbons, perfluorocarbons, and sulfur hexafluoride. ARB is the state agency charged with
monitoring and regulating sources of greenhouse gases. AB 32 states the following:
Global warming poses a serious threat to the economic well -being, public health, natural resources,
and the environment of California. The potential adverse impacts of global warming include the
exacerbation of air quality problems, a reduction in the quality and supply of water to the state from
the Sierra snowpack, a rise in sea levels resulting in the displacement of thousands of coastal
businesses and residences, damage to marine ecosystems and the natural environment, and an
increase in the incidences of infectious diseases, asthma, and other human health -related problems.
The ARB Board approved the 1990 greenhouse gas emissions level of 427 million metric tons of carbon
dioxide equivalent (MMTCO2e) on December 6, 2007 (California Air Resources Board 2007).
Therefore, emissions generated in California in 2020 are required to be equal to or less than 427
MMTCO2e. Emissions in 2020 in a “business as usual” scenario are estimated to be 596 MMTCO2e.
Under AB 32, the ARB published its Final Expanded List of Early Action Measures to Reduce
Greenhouse Gas Emissions in California. Discrete early action measures are currently underway or are
enforceable by January 1, 2010. The ARB has 44 early action measures that apply to the
transportation, commercial, forestry, agriculture, cement, oil and gas, fire suppression, fuels,
education, energy efficiency, electricity, and waste sectors. Of these early action measures, nine are
considered discrete early action measures, as they are regulatory and enforceable by January 1, 2010.
The ARB estimates that the 44 recommendations are expected to result in reductions of at least 42
MMTCO2e by 2020, representing approximately 25 percent of the 2020 target.
The ARB’s Climate Change Scoping Plan (Scoping Plan) contains measures designed to reduce the
State’s emissions to 1990 levels by the year 2020 (California Air Resources Board 2008). The Scoping
Plan identifies recommended measures for multiple greenhouse gas emission sectors and the
associated emission reductions needed to achieve the year 2020 emissions target —each sector has a
different emission reduction target. Most of the measures target the transportation and electricity
sectors. As stated in the Scoping Plan, the key elements of the strategy for achieving the 2020
greenhouse gas target include:
• Expanding and strengthening existing energy efficiency programs as well as building and appliance
standards;
• Achieving a statewide renewables energy mix of 33 percent;
• Developing a California cap-and-trade program that links with other Western Climate Initiative
partner programs to create a regional market system;
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• Establishing targets for transportation-related greenhouse gas emissions for regions throughout
California and pursuing policies and incentives to achieve those targets;
• Adopting and implementing measures pursuant to existing State laws and polici es, Including
California’s clean car standards, goods movement measures, and the Low Carbon Fuel Standard;
and
• Creating targeted fees, including a public goods charge on water use, fees on high global warming
potential gases, and a fee to fund the administrative costs of the State’s long-term commitment to
AB 32 implementation.
In addition, the Scoping Plan differentiates between “capped” and “uncapped” strategies. “Capped”
strategies are subject to the proposed cap-and-trade program. The Scoping Plan states that the
inclusion of these emissions within the cap-and trade program will help ensure that the year 2020
emission targets are met despite some degree of uncertainty in the emission reduction estimates for
any individual measure. Implementation of the capped strategies is calculated to achieve a sufficient
amount of reductions by 2020 to achieve the emission target contained in AB 32. “Uncapped”
strategies that will not be subject to the cap -and-trade emissions caps and requirements are provided
as a margin of safety by accounting for additional greenhouse gas emission reductions.4
Senate Bill 100. Senate Bill 100 (SB 100) requires 100 percent of total retail sales of electricity in
California to come from eligible renewable energy resources and zero-carbon resources by December
31, 2045. SB 100 was adopted September 2018.
The interim thresholds from prior Senate Bills and Executive Orders would also remain in effect. These
include Senate Bill 1078 (SB 1078), which requires retail se llers of electricity, including investor-owned
utilities and community choice aggregators, to provide at least 20 percent of their supply from
renewable sources by 2017. Senate Bill 107 (SB 107) which changed the target date to 2010. Executive
Order S-14-08, which was signed on November 2008 and expanded the State’s Renewable Energy
Standard to 33 percent renewable energy by 2020. Executive Order S-21-09 directed the CARB to
adopt regulations by July 31, 2010 to enforce S-14-08. Senate Bill X1-2 codifies the 33 percent
renewable energy requirement by 2020.
SB 375. Senate Bill 375 (SB 375) was adopted September 2008 and aligns regional transportation
planning efforts, regional GHG emission reduction targets, and land use and housing allocation. SB 375
requires Metropolitan Planning Organizations (MPO) to adopt a sustainable communities strategy (SCS)
or alternate planning strategy (APS) that will prescribe land use allocation in that MPOs Regional
Transportation Plan (RTP). CARB, in consultation with each MPO, will provide each affected region
with reduction targets for GHGs emitted by passenger cars and light trucks in the region for the years
2020 and 2035. These reduction targets will be updated every eight years but can be updated every
four years if advancements in emissions technologies affect the reduction st rategies to achieve the
targets. CARB is also charged with reviewing each MPO’s sustainable communities strategy or
alternate planning strategy for consistency with its assigned targets.
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The proposed project is located within the Southern California Asso ciation of Governments (SCAG),
which has authority to develop the SCS or APS. For the SCAG region, the targets set by CARB are at
eight percent below 2005 per capita GHG emissions levels by 2020 and 13 percent below 2005 per
capita GHG emissions levels by 2035. On April 4, 2012, SCAG adopted the 2012-2035 Regional
Transportation Plan / Sustainable Communities Strategy (RTP/SCS), which meets the CARB emission
reduction requirements. The Housing Element Update is required by the State to be completed within
18 months after RTP/SCS adoption or by October 2013.
City and County land use policies, including General Plans, are not required to be consistent with the
RTP and associated SCS or APS. However, new provisions of CEQA would incentivize, through
streamlining and other provisions, qualified projects that are consistent with an approved SCS or APS
and categorized as “transit priority projects.”
Assembly Bill 939 and Senate Bill 1374. Assembly Bill 939 (AB 939) requires that each jurisdiction in
California to divert at least 50 percent of its waste away from landfills, whether through waste
reduction, recycling or other means. Senate Bill 1374 (SB 1374) requires the California Integrated
Waste Management Board to adopt a model ordinance by March 1, 2004 s uitable for adoption by any
local agency to require 50 to 75 percent diversion of construction and demolition of waste materials
from landfills.
Executive Order S-13-08. Executive Order S-13-08 indicates that “climate change in California during
the next century is expected to shift precipitation patterns, accelerate sea level rise and increase
temperatures, thereby posing a serious threat to California’s economy, to the health and welfare of its
population and to its natural resources.” Pursuant to the requirements in the order, the 2009 California
Climate Adaptation Strategy (California Natural Resource Agency 2009) was adopted, which is the “…
first statewide, multi-sector, region-specific, and information-based climate change in California,
identifying and exploring strategies to adapt to climate change, and specifying a direction for future
research.
Executive Order B-30-15. Executive Order B-30-15, establishing a new interim statewide greenhouse
gas emission reduction target to reduce greenhouse gas emissions to 40 percent below 1990 levels by
2030, was signed by Governor Brown in April 2015.
Executive Order B-29-15. Executive Order B-29-15, mandates a statewide 25% reduction in potable
water usage and was signed into law on April 1, 2015.
Executive Order B-37-16. Executive Order B-37-16, continuing the State’s adopted water reduction,
was signed into law on May 9, 2016. The water reduction builds off the mandatory 25% reduction
called for in EO B-29-15.
2.2.4 South Coast Air Quality Management District
The Project is within the South Coast Air Basin, which is under the jurisdiction of the South Coast Air
Quality Management District (SCAQMD). SCAQMD Regulation XXVII currently includes three rules:
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• The purpose of Rule 2700 is to define terms and post global warming potentials.
• The purpose of Rule 2701, SoCal Climate Solutions Exchange, is to establish a voluntary program to
encourage, quantify, and certify voluntary, high quality certified greenhouse gas emission
reductions in the SCAQMD.
• Rule 2702, Greenhouse Gas Reduction Program, was adopted on February 6, 2009. The purpose of
this rule is to create a Greenhouse Gas Reduction Program for greenhouse gas emission reductions
in the SCAQMD. The SCAQMD will fund projects through contracts in response to requests for
proposals or purchase reductions from other parties.
SCAQMD Threshold Development
The SCAQMD has established recommended significance thresholds for greenhouse gases for local lead
agency consideration (“SCAQMD draft local agency threshold”). SCAQMD has published a five-tiered
draft GHG threshold which includes a 10,000 metric ton of CO2e per year for stationary/industrial
sources and 3,000 metric tons of CO2e per year significance threshold for residential/commercial
projects (South Coast Air Quality Management District 2010c). Tier 3 is anticipated to be the primary
tier by which the SCAQMD will determine significance for projects. The Tier 3 screening leve l for
stationary sources is based on an emission capture rate of 90 percent for all new or modified projects.
A 90-precent emission capture rate means that 90 percent of total emissions from all new or modified
stationary source projects would be subject to CEQA analysis. The 90-percent capture rate GHG
significance screening level in Tier 3 for stationary sources was derived using the SCAQMD’s annual
Emissions Reporting Program.
The current draft thresholds consist of the following tiered approach:
• Tier 1 consists of evaluating whether or not the project qualifies for any applicable exemption
under CEQA.
• Tier 2 consists of determining whether or not the project is consistent with a greenhouse gas
reduction plan. If a project is consistent with a qualifying local greenhouse gas reduction plan, it
does not have significant greenhouse gas emissions.
• Tier 3 consists of screening values, which the lead agency can choose but must be consistent. A
project’s construction emissions are averaged over 30 years and are added to a project’s
operational emissions. If a project’s emissions are under one of the following screening thresholds,
then the project is less than significant:
- All land use types: 3,000 MTCO2e per year
- Based on land use types: residential is 3,500 MTCO2e per year; commercial is 1,400 MTCO2e
per year; and mixed use is 3,000 MTCO2e per year
• Tier 4 has the following options:
- Option 1: Reduce emissions from business as usual by a certain percentage; this percentage is
currently undefined
- Option 2: Early implementation of applicable AB 32 Scoping Plan measures
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- Option 3: Year 2020 target for service populations (SP), which includes residents and
employees: 4.8 MTCO2e/SP/year for projects and 6.6 MTCO2e/SP/year for plans;
- Option 3, 2035 target: 3.0 MTCO2e/SP/year for projects and 4.1 MTCO2e/SP/year for plans
• Tier 5 involves mitigation offsets to achieve target significance threshold.
2.2.5 Local
City of Lake Elsinore Climate Action Plan
In compliance with State Assembly Bill AB32 and Executive Order S-3-05, the City of Lake Elsinore
adopted a Climate Action Plan (CAP) on December 13, 2011. The City’s CAP is a long range plan
designed to reduce community-wide greenhouse gas (GHG) emissions from activities within the City
limits. Specifically, the CAP is designed to:
• Benchmark Lake Elsinore’s existing (2008) GHG emissions and projected emissions relative to
state-wide emissions targets;
• Establish GHG emissions reduction strategies and measures to reduce the City’s proportionate
share of emissions to meet the state-wide targets identified in Assembly Bill 32 (AB32), and
Executive Order S-3-05;
• Set forth procedures to monitor and verify the effectiveness of the CAP and require
amendment if the CAP is not achieving targeted levels of emissions;
• Mitigate Lake Elsinore’s GHG emissions impacts (by reducing GHG emissions consistent with the
State of California via the California Environmental Quality Act (CEQA) Guidelines, AB32, and
Executive Order S-3-05). The CEQA Guidelines encourage the adoption of plans or mitigation
programs as a means of comprehensively addressing the cumulative impacts of projects (see
CEQA Guidelines, Sections 15064(h)(3) and 15130(c); and,
• Serve as the programmatic tiering document for the purposes of CEQA within the City of Lake
Elsinore for GHG emissions, and what applicable projects will be reviewed. If a proposed
development project can demonstrate it is consistent with the applicable emissions reduction
measures included in the CAP, the programs and standards that would be imp lemented as a
result of the CAP, and the General Plan Update growth projections, the project’s environmental
review pertaining to GHG impacts may be streamlined as allowed by CEQA Guidelines Sect ions
15152 and 15183.5.
The CAP is not intended to limit future development or economic growth within Lake Elsinore; rather,
by adopting a CAP, the City has established the compliance and performance standards that a project is
to meet in order to satisfy State mandates. Discussions of the Project’s consistency with the CAP’s
Greenhouse Gas Reduction Measures are discussed in Section 7.3.
The City of Lake Elsinore’s CAP has a GHG emissions target that is specifically intended for use in
evaluating the significance of GHG emissions from community-wide emissions. The City selected
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efficiency-based targets for the years governed by the General Plan to reduce community-wide
emissions to 6.6 MT CO2e per service population per year by 2020 (a 22.3% reduction from the 2008
rate of 8.5 MT CO2e/SP) and to 4.4 MT CO2e per service population per year by 2030 (a 48.2%
reduction from the 2008 rate of 8.5 MT CO2e/SP). These efficiency based targets represent the AB 32
and Executive Order S-3-05 targeted emissions levels for 2020 and 2030 on a per service population
basis and they were derived by dividing the state -wide AB 32 targeted emissions level for 2020 and
statewide Executive Order S-3-05 targeted emissions level for 2030 by the 2020 and 2030 state-wide
service population respectively. Therefore, these targets represent the maximum quantity of emissions
each resident and employee in the State of California could emit in 2020 and 2030 based on emissions
levels necessary to achieve the state-wide AB 32 and Executive Order S-3- 05 GHG emissions reduction
goals.
In order to meet the state-wide efficiency metric targets, the CAP must demonstrate that it ca n reduce
community-wide emissions to 6.6 MT CO2e/SP (or 944,737 MT CO2e total based on an estimated 2020
service population of 143,142) by 2020 and 4.4 MT CO2e/SP (or 1,334,243 MT CO2e based on an
estimated 2030 service population of 303,237) by 2030.
Therefore, to determine whether the project's GHG emissions are significant, this analysis uses the
SCAQMD draft local agency tier 3 screening threshold of 3,000 MTCO2e.
The project will be subject to the latest requirements of the California Green Building and Title 24
Energy Efficiency Standards (currently 2019) which would reduce project-related greenhouse gas
emissions.
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3.0 Setting
3.1 Existing Physical Setting
The project site is located in the City of Lake Elsinore, which is part of the South Coast Air Basin (SCAB)
that includes all of Orange County as well as the non-desert portions of Los Angeles, Riverside, and San
Bernardino Counties. The South Coast Air Basin is located on a coastal plain with connecting broad
valleys and low hills to the east. Regionally, the South Coast Air Basin is bounded by the Pacific Ocean
to the southwest and high mountains to the east forming the inland perimeter.
3.1.1 Local Climate and Meteorology
Dominant airflows provide the driving mechanism for transport and dispersion of air pollution. The
mountains surrounding the region form natural horizontal barriers to the dispersion of air
contaminants. Air pollution created in the coastal areas and around the Los Angeles area is
transported inland until it reaches the mountains where the combination of mountains and inversion
layers generally prevent further dispersion. This poor ventilation results in a gradual degradat ion of air
quality from the coastal areas to inland areas. Air stagnation may occur during the early evening and
early morning periods of transition between day and nighttime flows. The region also experiences
periods of hot, dry winds from the desert, known as Santa Ana winds. If the Santa Ana winds are
strong, they can surpass the sea breeze, which blows from the ocean to the land, and carry the
suspended dust and pollutants out to the ocean. If the winds are weak, they are opposed by the sea
breeze and cause stagnation, resulting in high pollution events.
The annual average temperature varies little throughout much of the basin, ranging from the low to
middle 60s, measured in degrees Fahrenheit (°F). With more pronounced oceanic influence, coastal
areas show less variability in annual minimum and maximum temperatures than inland areas where
the project site is located. The majority of the annual rainfall in the basin occurs between November
and April. Summer rainfall is minimal and is generally lim ited to scattered thunderstorms in the coastal
regions and slightly heavier showers in the eastern portion of the basin along the coastal side of the
mountains. Year-to-year patterns in rainfall are unpredictable because of fluctuations in the weather.
Temperature inversions limit the vertical depth through which pollution can be mixed. Among the
most common temperature inversions in the basin are radiation inversions, which form on clear winter
nights when cold air off mountains sink to the valley floor while the air aloft over the valley remains
warm. These inversions, in conjunction with calm winds, trap pollutants near the source. Other types
of temperature inversions that affect the basin include marine, subsidence, and high -pressure
inversions.
Summers are often periods of hazy visibility and occasionally unhealthful air. Strong temperature
inversions may occur that limit the vertical depth through which air pollution can be dispersed. Air
pollutants concentrate because they cannot rise through the inversion layer and disperse. These
inversions are more common and persistent during the summer months. Over time, sunlight produces
photochemical reactions within this inversion layer that creates ozone, a particularly harmful air
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pollutant. Occasionally, strong thermal convections occur which allows the air pollutants to rise high
enough to pass over the mountains and ultimately dilute the smog cloud trap pollutants such as
automobile exhaust near their source. While these inversions may lead to air pollution “hot spots” in
heavily developed coastal areas of the basin, there is not enough traffic in inland valleys to cause any
winter air pollution problems. Despite light wind conditions, especially at night and in the early
morning, winter is generally a period of good air quality in the project vicinity.
In the winter, light nocturnal winds result mainly from the drainage of cool air off of the mountains
toward the valley floor while the air aloft over the valley remains warm. This forms a type of i nversion
known as a radiation inversion. Such winds are characterized by stagnation and poor local mixing and
trap pollutants such as automobile exhaust near their source. While these inversions may lead to air
pollution “hot spots” in heavily developed coastal areas of the basin, there is not enough traffic to
cause any winter air pollution problems. Despite light wind conditions, especially at night and in the
early morning, winter is generally a period of good air quality in the project vicinity.
The temperature and precipitation levels for the City of Lake Elsinore are in Table 3. Table 3 shows that
August is typically the warmest month and December is typically the coolest month. Rainfall in the
project area varies considerably in both time and space. Almost all the annual rainfall comes from the
fringes of mid-latitude storms from late November to early April, with summers being almost
completely dry.
Table 3: Meteorological Summary
Month Temperature (˚F) Average Precipitation
(inches) Average High Average Low
January 66.0 38.9 2.56
February 67.7 40.9 2.68
March 72.3 43.4 1.77
April 77.7 47.0 0.67
May 83.8 52.5 0.20
June 91.0 56.5 0.05
July 97.7 61.0 0.16
August 98.6 62.5 0.05
September 93.4 58.9 0.17
October 83.4 52.0 0.59
November 70.4 42.1 0.90
December 65.8 38.5 2.11
Annual Average 80.9 49.7 11.9
Notes:
1 Source: https://wrcc.dri.edu/cgi-bin/cliMAIN.pl?ca2805
3.1.2 Local Air Quality
The SCAQMD has divided the South Coast Air Basin into 38 air-monitoring areas with a designated
ambient air monitoring station representative of each area. The project site is located in the City of
Lake Elsinore in the Lake Elsinore (Area 25). The nearest air monitoring station to the project site is the
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Lake Elsinore – W Flint Street Station (Lake Elsinore Station). The Lake Elsinore Station is located
approximately 2.3 miles southeast of the project site, at 506 W Flint Street, Lake Elsinore; however,
this location does not provide all ambient weather data. Therefore, additional data was pulled from
the SCAQMD historical data for the Lake Elsinore Area (Area 25) for both sulfur dioxide and carbon
monoxide to provide the existing levels. Table 4 presents the monitored pollutant levels within the
vicinity. However, it should be noted that due to the air monitoring station distance from the project
site, recorded air pollution levels at the air monitoring station reflect with varying degrees of accuracy,
local air quality conditions at the project site.
Table 4: Local Area Air Quality Levels from the Lake Elsinore Monitoring Stations
Year
Pollutant (Standard)2 2017 2018 2019
Ozone:
Maximum 1-Hour Concentration (ppm) 0.121 0.116 0.108
Days > CAAQS (0.09 ppm) 23 16 4
Maximum 8-Hour Concentration (ppm) 0.098 0.096 0.089
Days > NAAQS (0.07 ppm) 54 30 28
Days > CAAQS (0.070 ppm) 56 31 31
Carbon Monoxide:
Maximum 1-Hour Concentration (ppm) 1.2 1.1 1.6
Days > NAAQS (20 ppm) 0 0 0
Maximum 8-Hour Concentration (ppm) 0.8 0.8 0.7
Days > NAAQS (9 ppm) 0 0 0
Nitrogen Dioxide:
Maximum 1-Hour Concentration (ppm) 0.049 0.041 0.038
Days > NAAQS (0.25 ppm) 0 0 0
Sulfur Dioxide:
Maximum 1-Hour Concentration (ppm) * * *
Days > CAAQS (0.25 ppm) 0 0 0
Inhalable Particulates (PM10):
Maximum 24-Hour Concentration (ug/m3) 134.1 105.3 93.8
Days > NAAQS (150 ug/m3) 0 0 0
Days > CAAQS (50 ug/m3) * * *
Annual Average (ug/m3) 23.6 23.3 19.7
Annual > NAAQS (50 ug/m3) No No No
Annual > CAAQS (20 ug/m3) Yes Yes No
Ultra-Fine Particulates (PM2.5):
Maximum 24-Hour Concentration (ug/m3) 27.2 31.3 17.6
Days > NAAQS (35 ug/m3) * * *
Annual Average (ug/m3) 11.3 6.7 *
Annual > NAAQS (15 ug/m3) No No *
Annual > CAAQS (12 ug/m3) No No *
1. Source: obtained from https://www.aqmd.gov/home/air-quality/air-quality-data-studies/historical-data-by-year and /or
https://www.arb.ca.gov/adam/topfour/topfour1.php
2 CAAQS = California Ambient Air Quality Standard; NAAQS = National Ambient Air Quality Standard; ppm = parts per million
3 No data available.
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The monitoring data presented in Table 4 shows that ozone is the air pollutant of primary concern in
the project area, which are detailed below.
Ozone
During the 2017 to 2019 monitoring period, the State 1-hour concentration standard for ozone has
been exceeded between four and 23 days each year at the Lake Elsinore Station. The State 8-hour
ozone standard has been exceeded between 31 and 56 days each year over the past three years at the
Lake Elsinore Station. The Federal 8-hour ozone standard has been exceeded between 28 and 54 days
each year over the past three years at the Lake Elsinore Station.
Ozone is a secondary pollutant as it is not directly emitted. Ozone is the result of chemical reactions
between other pollutants, most importantly hydrocarbons and NO2, which occur only in the presence
of bright sunlight. Pollutants emitted from upwind cities react during transport downwind to produce
the oxidant concentrations experienced in the area. Many areas of the SCAQMD contribute to the
ozone levels experienced at the monitoring station, with the more significant areas being those directly
upwind.
Carbon Monoxide
CO is another important pollutant that is due mainly to motor vehicles. The Elsinore Area did not
record an exceedance of the state or federal 1-hour or 8-hour CO standards for the last three years.
Nitrogen Dioxide
The Lake Elsinore Station did not record an exceedance of the State or Federal NO2 standards for the
last three years.
Sulfur Dioxide
The Elsinore Area did not record an exceedance of the State SO2 standards for the last three years.
Particulate Matter
During the 2017 to 2019 monitoring period, there was insufficient data for the State 24-hour
concentration standard for PM10 at the Lake Elsinore Station. Over the same time period, the Federal
24-hour and annual standards for PM10 have not been exceeded at the Lake Elsinore Station.
During the 2017 to 2019 monitoring period, there was insufficient data for the Federal 24-hour
standard for PM2.5 at the Lake Elsinore Station.
According to the EPA, some people are much more sensitive than others to breathing fine particles
(PM10 and PM2.5). People with influenza, chronic respiratory and cardiovascular diseases, and the
elderly may suffer worsening illness and premature death due to breathing these fine particles. People
with bronchitis can expect aggravated symptoms from breathing in fine particles. Children may
experience decline in lung function due to breathing in PM10 and PM2.5. Other groups considered
sensitive are smokers and people who cannot breathe well through their noses. Exercising athletes are
also considered sensitive, because many breathe through their mouths during exercise.
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3.1.3 Attainment Status
The EPA and the ARB designate air basins where ambient air quality standards are exceeded as
“nonattainment” areas. If standards are met, the area is designated as an “attainment” area. If there is
inadequate or inconclusive data to make a definitive attainment designation, they are considered
“unclassified.” National nonattainment areas are further designated as marginal, moderate, serious,
severe, or extreme as a function of deviation from standards. Each standard has a different definition,
or ‘form’ of what constitutes attainment, based on specific air quality sta tistics. For example, the
Federal 8-hour CO standard is not to be exceeded more than once per year; therefore, an area is in
attainment of the CO standard if no more than one 8-hour ambient air monitoring values exceeds the
threshold per year. In contrast, the federal annual PM2.5 standard is met if the three-year average of
the annual average PM2.5 concentration is less than or equal to the standard. Table 5 lists the
attainment status for the criteria pollutants in the basin.
Table 5: South Coast Air Basin Attainment Status
Pollutant Averaging Time National Standards1 Attainment Date2 California Standards3
1979
1-Hour Ozone4
1-Hour
(0.12 ppm)
Nonattainment
(Extreme)
11/15/2010
(Not attained4)
Extreme
Nonattainment
1997
8-Hour Ozone5
8-Hour
(0.08 ppm)
Nonattainment
(Extreme) 6/15/2024
Nonattainment 2008
8-Hour Ozone
8-Hour
(0.075 ppm)
Nonattainment
(Extreme) 12/31/2032
2015
8-Hour Ozone
8-Hour
(0.070 ppm) Designations Pending ~2037
CO 1-Hour (35 ppm)
8-Hour (9 ppm)
Attainment
(Maintenance)
6/11/2007
(Attained) Maintenance
NO26 1-Hour (100 ppb)
Annual (0.053 ppm)
Attainment
(Maintenance)
9/22/1998
(Attained) Attainment
SO27
1-Hour (75 ppb) Designations Pending Pending
Attainment 24-Hour (0.14 ppm)
Annual (0.03 ppm)
Unclassifiable/
Attainment
3/19/1979
(Attained)
PM10 24-Hour
(150 µg/m3)
Nonattainment
(Serious)8
12/31/2006
(Redesignation request
submitted)8
Nonattainment
PM2.5 24-Hour (35 µg/m3) Nonattainment
12/31/2006
(Redesignation request
submitted)8
Unclassified
Lead 3-Months Rolling
(0.15 µg/m3)
Nonattainment
(Partial)9 12/31/2015 Nonattainment
(Partial)9
Notes:
1 Obtained from Draft 2012 AQMP, SCAQMD, 2012. EPA often only declares Nonattainment areas; everywhere else is listed as Unclas sified/Attainment or Unclassifiable.
2 A design value below the NAAQS for data through the full year or smog season prior to the attainment date is typically required for attainment demonstration.
3 Obtained from http://www.arb.ca.gov/desig/adm/adm.htm.
4 1-hour O3 standard (0.13 ppm) was revoked, effective June 15, 2005; however, the Basin has not attained this standard based on 2008-2010 data has some continuing obligations under the former
standard.
5 1997 8-hour O3 standard (0.08 ppm) was reduced (0.075 ppm), effective May 27, 2008; the 1997 O3 standard and most related implementation rules remain in place until the 1997 standard is revoked
by U.S. EPA.
6 New NO2 1-hour standard, effective August 2, 2010; attainment designations June, 2013; annual NO2 standard retained.
7 The 1971 annual and 24-hour SO2 standards were revoked, effective August 23, 2010; however, these 1971 standards will remain in effect until one year after U.S. EPA promulgates area designations
for the 2010 SO2 1-hour standard. Area designations expected in 2012, with SSAB designated Unclassifiable/Attainment.
8 Annual PM10 standard was revoked, effective December 18, 2006; redesignation request to Attainment of the 24-hour PM10 standard is pending with U.S. EPA
9 Partial Nonattainment designation - Los Angeles County portion of Basin only.
3.2 Greenhouse Gases
Constituent gases of the Earth’s atmosphere, called atmospheric greenhouse gases (GHG), play a
critical role in the Earth’s radiation amount by trapping infrared radiation emitted from the Earth’s
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surface, which otherwise would have escaped to space. Prom inent greenhouse gases contributing to
this process include carbon dioxide (CO2), methane (CH4), ozone, water vapor, nitrous oxide (N2O), and
chlorofluorocarbons (CFCs). This phenomenon, known as the Greenhouse Effect, is responsible for
maintaining a habitable climate. Anthropogenic (caused or produced by humans) emissions of these
greenhouse gases in excess of natural ambient concent rations are responsible for the enhancement of
the Greenhouse Effect and have led to a trend of unnatural warming of the Earth’s natural climate,
known as global warming or climate change. Emissions of gases that induce global warming are
attributable to human activities associated with industrial/manufacturing, agriculture, utilities,
transportation, and residential land uses. Transportation is responsible for 41 percent of the State’s
greenhouse gas emissions, followed by electricity generation. Emissions of CO2 and nitrous oxide (NO2)
are byproducts of fossil fuel combustion. Methane, a potent greenhouse gas, results from off -gassing
associated with agricultural practices and landfills. Sinks of CO 2, where CO2 is stored outside of the
atmosphere, include uptake by vegetation and dissolution into the ocean. Table 6 provides a
description of each of the greenhouse gases and their global warming potential.
Additional information is available: https://www.arb.ca.gov/cc/inventory/data/data.htm
<Table 6 on next page>
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Table 6: Description of Greenhouse Gases
Greenhouse Gas Description and Physical Properties Sources
Nitrous oxide
Nitrous oxide (N20),also known as laughing gas is a
colorless gas. It has a lifetime of 114 years. Its global
warming potential is 298.
Microbial processes in soil and water,
fuel combustion, and industrial
processes. In addition to agricultural
sources, some industrial processes
(nylon production, nitric acid
production) also emit N20.
Methane
Methane (CH4) is a flammable gas and is the main
component of natural gas. It has a lifetime of 12 years.
Its global warming potential is 25.
A natural source of CH4 is from the
decay of organic matter. Methane is
extracted from geological deposits
(natural gas fields). Other sources are
from the decay of organic material in
landfills, fermentation of manure, and
cattle farming.
Carbon dioxide
Carbon dioxide (CO2) is an odorless, colorless, natural
greenhouse gas. Carbon dioxide’s global warming
potential is 1. The concentration in 2005 was 379 parts
per million (ppm), which is an increase of about 1.4
ppm per year since 1960.
Natural sources include decomposition
of dead organic matter; respiration of
bacteria, plants, animals, and fungus;
evaporation from oceans; and volcanic
outgassing. Anthropogenic sources are
from burning coal, oil, natural gas, and
wood.
Chlorofluorocarbons
CFCs are nontoxic, nonflammable, insoluble, and
chemically unreactive in the troposphere (the level of
air at the earth’s surface). They are gases formed
synthetically by replacing all hydrogen atoms in
methane or methane with chlorine and/or fluorine
atoms. Global warming potentials range from 3,800 to
8,100.
Chlorofluorocarbons were synthesized
in 1928 for use as refrigerants, aerosol
propellants, and cleaning solvents. They
destroy stratospheric ozone, therefore
their production was stopped as
required by the Montreal Protocol.
Hydrofluorocarbons
Hydrofluorocarbons (HFCs) are a group of greenhouse
gases containing carbon, chlorine, and at least one
hydrogen atom. Global warming potentials range from
140 to 11,700.
Hydrofluorocarbons are synthetic
manmade chemicals used as a
substitute for chlorofluorocarbons in
applications such as automobile air
conditioners and refrigerants.
Perfluorocarbons
Perfluorocarbons (PFCs) have stable molecular
structures and only break down by ultraviolet rays
about 60 kilometers above the Earth's surface. They
have a lifetime 10,000 to 50,000 years. They have a
global warming potential range of 6,200 to 9,500.
Two main sources of perfluorocarbons
are primary aluminum production and
semiconductor manufacturing.
Sulfur
hexafluoride
Sulfur hexafluoride (SF6) is an inorganic, odorless,
colorless, and nontoxic, nonflammable gas. It has a
lifetime of 3,200 years. It has a high global warming
potential, 23,900.
This gas is manmade and used for
insulation in electric power transmission
equipment, in the magnesium industry,
in semiconductor manufacturing, and as
a tracer gas for leak detection.
Notes:
1. Sources: Intergovernmental Panel on Climate Change 2014a and Intergovernmental Panel on Climate Change 2014b.
https://www.ipcc.ch/publications_and_data/ar4/wg1/en/ch2s2-10-2.html
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4.0 Modeling Parameters and Assumptions
4.1 Construction
Typical emission rates from construction activities were obtained from CalEEMod Version 2016.3.2
CalEEMod is a computer model published by the SCAQMD for estimating air pollutant emissions. The
CalEEMod program uses the EMFAC2014 computer program to calculate the emission rates specific for
the southwestern portion of Riverside County for construction-related employee vehicle trips and the
OFFROAD2011 computer program to calculate emission rates for heavy truck operations. EMFAC201 4
and OFFROAD2011 are computer programs generated by CARB that calculates composite emission
rates for vehicles. Emission rates are reported by the program in grams per trip and grams per mile or
grams per running hour. Using CalEEMod, the peak daily air pollutant emissions were calculated and
presented below. These emissions represent the highest level of emissions for each of the construction
phases in terms of air pollutant emissions.
The analysis assesses the emissions associated with the construction of the proposed project as
indicated in Table 1. The proposed project is anticipated to be operational in 2022; therefore,
construction is estimated to start no sooner than mid-July 2021 and be completed by mid-February
2022. The phases of the construction activities which have been analyzed below are: 1) demolition, 2)
site preparation, 3) grading, 4) building, 5) paving, and 6) architectural coating. For details on
construction modeling and construction equipment for each phase, please see Appendix A.
The project will be required to comply with existing SCAQMD rules for the reduction of fugitive dust
emissions. SCAQMD Rule 403 establishes these procedures. Compliance with this rule is achieved
through application of standard best management practices in construction and operation activities,
such as application of water or chemical stabilizers to disturbed soils, managing haul road dust by
application of water, covering haul vehicles, restricting vehicle speeds on unpaved roads to 15 mph,
sweeping loose dirt from paved site access roadways, cessation of construction activity when winds
exceed 25 mph and establishing a permanent, stabilizing ground cover on finished sites. In addition,
projects that disturb 50 acres or more of soil or move 5,000 cubic yards of materials per day are
required to submit a Fugitive Dust Control Plan or a Large Operation Notification Form to SCAQMD.
Based on the size of the Project area (disturbed area of approximately 1.26 acres) and the fact that the
project won’t export more than 5,000 cubic yards of material a day a Fugitive Dust Control Plan or
Large Operation Notification would not be required.
SCAQMD’s Rule 403 minimum requirements require that the appl ication of the best available dust
control measures are used for all grading operations and include the application of water or other soil
stabilizers in sufficient quantity to prevent the generation of visible dust plumes. Compliance with Rule
403 would require the use of water trucks during all phases where earth moving operations would
occur. Compliance with Rule 403 is required.
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4.2 Operations
Operational or long-term emissions occur over the life of the Project. Both mobile and area sources
generate operational emissions. Area source emissions arise from consumer product usage, heaters
that consume natural gas, gasoline-powered landscape equipment, and architectural coatings
(painting). Mobile source emissions from motor vehicles are the largest single long-term source of air
pollutants from the operation of the Project . Small amounts of emissions would also occur from area
sources such as the consumption of natural gas for heating, hearths, from landscaping emissions, and
consumer product usage. The operational emissions were estimated using the latest version of
CalEEMod.
Mobile Sources
Mobile sources include emissions from the additional vehicle miles generated from the proposed
project. The vehicle trips associated with the proposed project are based upon the trip generation
rates give in the Traffic Scoping Agreement which uses the ITE 10th Trip Generation Manual. The Traffic
Scoping Agreement shows a trip generation rate of 720 trips per tunnel per day (taking into
consideration the pass-by trip reduction). For modeling purposes, this equates to approximately 132.5
trips per thousand square foot per day (with incorporation of the pass -by trip reduction).
The program then applies the emission factors for each trip which is pr ovided by the EMFAC2014
model to determine the vehicular traffic pollutant emissions. The CalEEMod default trip lengths were
used in this analysis. Please see CalEEMod output comments sections in Appendix A and B for details.
Area Sources
Area sources include emissions from consumer products, landscape equipment and architectural
coatings. Landscape maintenance includes fuel combustion emissions from equipment such as lawn
mowers, rototillers, shredders/grinders, blowers, trimmers, chain s aws, and hedge trimmers, as well as
air compressors, generators, and pumps. As specifics were not known about the landscaping
equipment fleet, CalEEMod defaults were used to estimate emissions from landscaping equipment.
Per SCAQMD Rule 1113 as amended on June 3, 2011, the architectural coatings that would be applied
after January 1, 2014 will be limited to an average of 50 grams per liter or less and the CalEEMod
model default was utilized as the new model takes this rule into account.
Energy Usage
2016.3.2 CalEEMod defaults were utilized.
4.3 Localized Construction Analysis
The SCAQMD has published a “Fact Sheet for Applying CalEEMod to Localized Significance Thresholds”
(South Coast Air Quality Management District 2011b). CalEEMod calculates construction emissions
based on the number of equipment hours and the maximum daily disturbance activity possible for
each piece of equipment. In order to compare CalEEMod reported emissions against the localized
significance threshold lookup tables, the CEQA document should contain in its project design features
or its mitigation measures the following parameters:
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1. The off-road equipment list (including type of equipment, horsepower, and hours of operation)
assumed for the day of construction activity with maximum emissions.
2. The maximum number of acres disturbed on the peak day.
3. Any emission control devices added onto off-road equipment.
4. Specific dust suppression techniques used on the day of construction activity with maximum
emissions.
The construction equipment showing the equipment associated with the maximum area of disturbance
is shown in Table 7.
Table 7: Construction Equipment Assumptions1
Activity Equipment Number Acres/8hr-day Total Acres
Demolition Rubber Tired Dozers 1 0.5 0.5
Tractors/Loaders/Backhoes 1 0.5 0.5
Total Per Phase 1.0
Site Preparation Tractors/Loaders/Backhoes 1 0.5 0.5
Total Per Phase 0.5
Grading
Graders 1 0.5 0.5
Rubber Tired Dozers 1 0.5 0.5
Tractors/Loaders/Backhoes 1 0.5 0.5
Total Per Phase 1.5
Notes:
1. Source: South Coast AQMD, Fact Sheet for Applying CalEEMod to Localized Significance Thresholds. http://www.aqmd.gov/docs/default-
source/ceqa/handbook/localized-significance-thresholds/caleemod-guidance.pdf?sfvrsn=2
As shown in Table 7, the maximum number of acres disturbed in a day would be 1.5 acres during
grading.
The local air quality emissions from construction were analyzed using the SCAQMD’s Mass Rate
Localized Significant Threshold Look-up Tables and the methodology described in Localized Significance
Threshold Methodology, prepared by SCAQMD, revised July 2008. The Look-up Tables were developed
by the SCAQMD in order to readily determine if the daily emissions of CO, NOx, PM10, and PM2.5 from
the proposed project could result in a significant impact to the local air quality. The emission
thresholds were based on the Elsinore source receptor area (SRA 25) and a disturbance of 1 acre per
day, to be conservative, at a distance of 50 meters. According to LST methodology, any receptor
located closer than 25 meters should be based on the 25 meter threshold. The closest receptors are
the single-family residential uses located approximately 255 feet (~78 meters) northwest and the
multi-family residential uses located approximately 290 feet (~88 meters) west of the boundaries of
the proposed development; therefore, to be conservative, the 50-meter threshold was used.
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4.4 Localized Operational Analysis
For operational emissions, the screening tables for a disturbance area o f 1 acre per day, to be
conservative, and a distance of 50 meters were used to determine significance. The tables were
compared to the project’s onsite operational emissions.
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5.0 Thresholds of Significance
5.1 Air Quality Thresholds of Significance
5.1.1 CEQA Guidelines for Air Quality
The CEQA Guidelines define a significant effect on the environment as “a substantial, or potentially
substantial, adverse change in the environment.” To determine if a project would have a significant
impact on air quality, the type, level, and impact of emissions generated by the project must be
evaluated.
The following air quality significance thresholds are contained in Appendix G of the CEQA Guidelines. A
significant impact would occur if the project would:
a) Conflict with or obstruct implementation of the applicable air quality plan;
b) Result in a cumulatively considerable net increase of any criteria pollutant for which the project
region is nonattainment under an applicable national or state ambient air quality standard ;
c) Expose sensitive receptors to substantial pollutant concentrations; or
d) Result in other emissions (such as those leading to odors) adversely affecting a substantial
number of people.
While the final determination of whether a project is significant is within the purview of the Lead
Agency pursuant to Section 15064(b) of the CEQA Guidelines, SCAQMD recommends that its
quantitative air pollution thresholds be used to determine the significance of project emissions. If the
Lead Agency finds that the project has the potential to exceed thes e air pollution thresholds, the
project should be considered to have significant air quality impacts. There are daily emission
thresholds for construction and operation of a proposed project in the basin.
5.1.2 Regional Significance Thresholds for Construction Emissions
The following CEQA significance thresholds for construction emissions are established for the Basin:
• 75 pounds per day (lbs/day) of VOC
• 100 lbs/day of NOx
• 550 lbs/day of CO
• 150 lbs/day of PM10
• 55 lbs/day of PM2.5
• 150 lbs/day of SO2
Projects in the basin with construction-related emissions that exceed any of the emission thresholds
are considered to be significant under SCAQMD guidelines.
5.1.3 Regional Significance Thresholds for Operational Emissions
The daily operational emissions significance thresholds for the basin are as follows:
• 55 pounds per day (lbs/day) of VOC • 55 lbs/day of NOx
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• 550 lbs/day of CO
• 150 lbs/day of PM10
• 55 lbs/day of PM2.5
• 150 lbs/day of SO2
Local Microscale Concentration Standards The significance of localized project impacts under CEQA
depends on whether ambient CO levels in the vicinity of the project are above or below State and
federal CO standards. If ambient levels are below the standards, a project is considered to have a
significant impact if project emissions result in an exceedance of one or more of these standards. If
ambient levels already exceed a State or federal standard, project emissions are considered significant
if they increase 1-hour CO concentrations by 1.0 ppm or more or 8-hour CO concentrations by 0.45
ppm or more. The following are applicable local emission concentration standards for CO:
• California State 1-hour CO standard of 20.0 ppm
• California State 8-hour CO standard of 9.0 ppm
5.1.4 Thresholds for Localized Significance
Project-related construction air emissions may have the potential to exceed the State and Federal air
quality standards in the project vicinity, even though these pollutant emissions may not be significant
enough to create a regional impact to the South Coast Air Basin. In order to assess local air quality
impacts the SCAQMD has developed Localized Significant Thresholds (LSTs) to assess the project -
related air emissions in the project vicinity. The SCAQMD has also provided Final Locali zed Significant
Threshold Methodology (LST Methodology), June 2003, which details the methodology to analyze local
air emission impacts. The Localized Significant Threshold Methodology found that the primary
emissions of concern are NO2, CO, PM10, and PM2.5.
The emission thresholds were calculated based on the Elsinore source receptor area (SRA 25) and a
disturbance of 1 acre per day at a distance of 50 meters, to be conservative, for construction and 1
acre a day, to be conservative, for screening of localized operational emissions.
5.2 Greenhouse Gas Thresholds of Significance
5.2.1 CEQA Guidelines for Greenhouse Gas
CEQA Guidelines define a significant effect on the environment as “a substantial, or potentially
substantial, adverse change in the environment.” To determine if a project would have a significant
impact on greenhouse gases, the type, level, and impact of emissions generated by the project must be
evaluated.
The following greenhouse gas significance thresholds are contained in Appendix G
of the CEQA Guidelines, which were amendments adopted into the Guidelines on
March 18, 2010, pursuant to SB 97. A significant impact would occur if the project would:
(a) Generate greenhouse gas emissions, either directly or indirectly, that ma y have a significant
impact on the environment; or
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(b) Conflict with any applicable plan, policy or regulation of an agency adopted for the purpose of
reducing the emissions of greenhouse gases.
However, despite this, currently neither the CEQA statutes, OPR guidelines, nor the draft proposed
changes to the CEQA Guidelines prescribe thresholds of significance or a particular methodology for
performing an impact analysis; as with most environmental topics, significance criteria are left to the
judgment and discretion of the Lead Agency. As previously discussed (Section 2.2.4 of this report),
SCAQMD has drafted interim thresholds. The screening threshold of 3,000 MTCO2e per year for all
land uses was used in this analysis.
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6.0 Air Quality Emissions Impact
6.1 Construction Air Quality Emissions Impact
The latest version of CalEEMod was used to estimate the onsite and offsite construction emissions. The
emissions incorporate Rule 402 and 403. Rule 402 and 403 (fugitive dust) are not considered mitigation
measures as the project by default is required to incorporate these rules during construction.
6.1.1 Regional Construction Emissions
The construction emissions for the project would not exceed the SCAQMD’s daily emission thresholds
at the regional level as demonstrated in Table 8; and therefore, would be considered less than
significant.
Table 8: Regional Significance - Construction Emissions (pounds/day)
Pollutant Emissions (pounds/day)
Activity VOC NOx CO SO2 PM10 PM2.5
Demolition
On-Site2 1.99 19.70 14.49 0.02 1.10 0.98
Off-Site3 0.07 0.20 0.50 0.00 0.16 0.04
Total 2.06 19.90 14.99 0.03 1.26 1.02
Site Preparation
On-Site2 0.19 1.90 2.26 0.00 0.18 0.11
Off-Site3 0.04 0.02 0.30 0.00 0.09 0.02
Total 0.23 1.92 2.56 0.00 0.27 0.13
Grading
On-Site2 1.29 14.33 6.33 0.01 2.55 1.57
Off-Site3 0.04 0.02 0.30 0.00 0.09 0.02
Total 1.33 14.35 6.63 0.01 2.64 1.60
Building Construction
On-Site2 2.36 19.58 16.96 0.03 0.98 0.93
Off-Site3 0.13 0.90 1.00 0.00 0.32 0.09
Total 2.49 20.47 17.96 0.03 1.30 1.02
Paving
On-Site2 0.93 6.77 8.81 0.01 0.35 0.32
Off-Site3 0.06 0.03 0.44 0.00 0.15 0.04
Total 0.99 6.81 9.25 0.01 0.49 0.36
Architectural Coating
On-Site2 6.62 1.41 1.81 0.00 0.08 0.08
Off-Site3 0.02 0.01 0.17 0.00 0.06 0.02
Total 6.64 1.42 1.98 0.00 0.14 0.10
Total of overlapping phases4 10.12 28.70 29.19 0.05 1.93 1.48
SCAQMD Thresholds 75 100 550 150 150 55
Exceeds Thresholds No No No No No No
Notes:
1 Source: CalEEMod Version 2016.3.2
2 On-site emissions from equipment operated on-site that is not operated on public roads.
3 Off-site emissions from equipment operated on public roads.
4 Construction, architectural coatings and paving phases may overlap.
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6.1.2 Localized Construction Emissions
The data provided in Table 9 shows that none of the analyzed criteria pollutants would exceed the local
emissions thresholds at the nearest sensitive receptors. Therefore, a less than significant local air
quality impact would occur from construction of the proposed project.
Table 9: Localized Significance – Construction
Phase
On-Site Pollutant Emissions (pounds/day)1
NOx CO PM10 PM2.5
Demolition 19.70 14.49 1.10 0.98
Site Preparation 1.90 2.26 0.18 0.11
Grading 14.33 6.33 2.55 1.57
Building Construction 19.58 16.96 0.98 0.93
Paving 6.77 8.81 0.35 0.32
Architectural Coating 1.41 1.81 0.08 0.08
Total of overlapping phases 27.76 27.58 1.41 1.33
SCAQMD Threshold for 25 meters (82 feet) or less2 203 1,105 12 4
Exceeds Threshold? No No No No
Notes:
1 Source: Calculated from CalEEMod and SCAQMD’s Mass Rate Look-up Tables for one acre, to be conservative, in Lake Elsinore Source Receptor Area
(SRA 25). Project will disturb a maximum of 1.5 acres per day (see Table 7).
2 The nearest sensitive receptors are the single-family residential uses located approximately 255 feet (~78 meters) northwest and the multi-family
residential uses located approximately 290 feet (~88 meters) west of the boundaries of the proposed development; therefore, to be conservative, the
50-meter threshold was used.
6.1.3 Odors
Potential sources that may emit odors during construction activities include the application of
materials such as asphalt pavement. The objectionable odors that may be produced during the
construction process are of short-term in nature and the odor emissions are expected cease upon the
drying or hardening of the odor producing materials. Diesel exhaust and VOCs would be emitted
during construction of the project, which are objectionable to some; however, emissions would
disperse rapidly from the project site and therefore should not reach an objectionable level at the
nearest sensitive receptors. Due to the short-term nature and limited amounts of odor producing
materials being utilized, no significant impact related to odors would occur during constructi on of the
proposed project.
The SCAQMD recommends that odor impacts be addressed in a qualitative manner. Such an analysis
shall determine whether the project would result in excessive nuisance odors, as defined under the
California Code of Regulations and Section 41700 of the California Health and Safety Code, and thus
would constitute a public nuisance related to air quality.
Potential sources that may emit odors during the on-going operations of the proposed project would
include odor emissions from the trash storage areas. Due to the distance of the nearest receptors
from the project site and through compliance with SCAQMD’s Rule 402 no significant impact related to
odors would occur during the on-going operations of the proposed project.
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6.1.4 Construction-Related Toxic Air Contaminant Impact
The greatest potential for toxic air contaminant emissions would be related to diesel particulate
emissions associated with heavy equipment operations during construction of the proposed project.
The Office of Environmental Health Hazard Assessment (OEHHA) has issued the Air Toxic Hot Spots
Program Risk Assessment Guidelines and Guidance Manual for the Preparation of Health Risk
Assessments, February 2015 to provide a description of the algorithms, recommended exposure
variates, cancer and noncancer health values, and the air modeling protocols needed to perform a
health risk assessment (HRA) under the Air Toxics Hot Spots Information and Assessment Act of 1987.
Hazard identification includes identifying all substances that are evaluated for cancer risk and/or non-
cancer acute, 8-hour, and chronic health impacts. In addition, identifying any multi -pathway
substances that present a cancer risk or chronic non -cancer hazard via non-inhalation routes of
exposure.
Given the relatively limited number of heavy-duty construction equipment and construction schedule,
the proposed project would not result in a long-term substantial source of toxic air containment
emissions and corresponding individual cancer risk. Furthermore, construction-based particulate
matter (PM) emissions (including diesel exhaust emissions) do not exceed any local or regional
thresholds. Therefore, no significant short -term toxic air contaminant impacts would occur during
construction of the proposed project.
6.2 Operational Air Quality Emissions Impact
6.2.1 Regional Operational Emissions
The operations-related criteria air quality impacts created by the proposed project have been analyzed
through the use of CalEEMod model. The operating emissions were based on year 2023, which is the
anticipated opening year for the project per the Traffic Scoping Agreement. The summer and winter
emissions created by the proposed project’s long-term operations were calculated and the highest
emissions from either summer or winter are summarized in Table 10.
Table 10: Regional Significance - Unmitigated Operational Emissions (lbs/day)
Activity
Pollutant Emissions (pounds/day)1
VOC NOx CO SO2 PM10 PM2.5
Area Sources2 0.14 0.00 0.00 0.00 0.00 0.00
Energy Usage3 0.01 0.05 0.04 0.00 0.00 0.00
Mobile Sources4 1.17 8.07 10.58 0.04 3.13 0.86
Total Emissions 1.32 8.11 10.62 0.05 3.13 0.86
SCAQMD Thresholds 55 55 550 150 150 55
Exceeds Threshold? No No No No No No
Notes:
1 Source: CalEEMod Version 2016.3.2
2 Area sources consist of emissions from consumer products, architectural coatings, and landscaping equipment.
3 Energy usage consists of emissions from on-site natural gas usage.
4 Mobile sources consist of emissions from vehicles and road dust.
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Table 10 provides the project's unmitigated operational emissions. Table 10 shows that the project
does not exceed the SCAQMD daily emission threshold and regional operational emissions are
considered to be less than significant.
6.2.2 Localized Operational Emissions
Table 11 shows the calculated emissions for the proposed operational activities compared with
appropriate LSTs. The LST analysis only includes on-site sources; however, the CalEEMod software
outputs do not separate on-site and off-site emissions for mobile sources. For a worst-case scenario
assessment, the emissions shown in Table 11 include all on-site project-related stationary sources and
10% of the project-related new mobile sources. This percentage is an estimate of the amount of
project-related new vehicle traffic that will occur on -site.
Table 11: Localized Significance – Unmitigated Operational Emissions
On-Site Emission Source
On-Site Pollutant Emissions (pounds/day)1
NOx CO PM10 PM2.5
Area Sources2 0.00 0.00 0.00 0.00
Energy Usage3 0.05 0.04 0.00 0.00
On-Site Vehicle Emissions4 0.81 1.06 0.31 0.09
Total Emissions 0.85 1.10 0.32 0.09
SCAQMD Threshold for 25 meters (82 feet)5 203 1,105 3 1
Exceeds Threshold? No No No No
Notes:
1 Source: Calculated from CalEEMod and SCAQMD’s Mass Rate Look-up Tables for one acre, to be conservative, in Lake Elsinore Source Receptor Area
(SRA 25).
2 Area sources consist of emissions from consumer products, architectural coatings, and landscaping equipment.
3 Energy usage consists of emissions from generation of electricity and on-site natural gas usage.
4 On-site vehicular emissions based on 1/10 of the gross vehicular emissions and road dust.
5 The nearest sensitive receptors are the single-family residential uses located approximately 255 feet (~78 meters) northwest and the multi-family
residential uses located approximately 290 feet (~88 meters) west of the boundaries of the proposed development; therefore, to be conservative, the
50-meter threshold was used.
Table 11 indicates that the local operational emission would not exceed the LST thresholds at the
nearest sensitive receptors, located adjacent to the project. Therefore, the project will not result in
significant Localized Operational emissions.
6.3 CO Hot Spot Emissions
CO is the pollutant of major concern along roadways because the most notable source of CO is motor
vehicles. For this reason, CO concentrations are usually indicative of the local air quality generated by a
roadway network and are used as an indicator of potential local air quality impacts. Local air quality
impacts can be assessed by comparing future without and with project CO levels to the State and
Federal CO standards which were presented in above in Section 5.0.
To determine if the proposed project could cause emission levels in excess of the CO standards
discussed above in Section 5.0, a sensitivity analysis is typically conducted to determine the potential
for CO “hot spots” at a number of intersections in the general project vicinity. Because of reduced
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speeds and vehicle queuing, “hot spots” potentially can occur at high traffic volume intersections with
a Level of Service E or worse.
Micro-scale air quality emissions have traditionally been analyzed in environmental documents where
the air basin was a non-attainment area for CO. However, the SCAQMD has demonstrated in the CO
attainment redesignation request to EPA that there are no “hot spots” anywhere in the air basin, ev en
at intersections with much higher volumes, much worse congestion, and much higher background CO
levels than anywhere in Riverside County. If the worst-case intersections in the air basin have no “hot
spot” potential, any local impacts will be below thresholds.
The Traffic Scoping Agreement showed that the project would generate 720 average daily trips with 28
trips during the AM peak hour and 66 trips during the PM peak hour. The 1992 Federal Attainment
Plan for Carbon Monoxide (1992 CO Plan) showed that an intersection which has a daily traffic volume
of approximately 100,000 vehicles per day would not violate the CO standard. The volume of traffic at
project buildout would be well below 100,000 vehicles and below the necessary volume to even get
close to causing a violation of the CO standard. Therefore no CO “hot spot” modeling was performed
and no significant long-term air quality impact is anticipated to local air quality with the on-going use
of the proposed project.
6.4 Cumulative Regional Air Quality Impacts
Cumulative projects include local development as well as general growth within the project area.
However, as with most development, the greatest source of emissions is from mobile sources, which
travel well out of the local area. Therefore, from an air quality standpoint, the cumulative analysis
would extend beyond any local projects and when wind patterns are considered, would cover an even
larger area. Accordingly, the cumulative analysis for the project’s air quality must be generic by nature.
The project area is out of attainment for both ozone and PM10 particulate matter. Construction and
operation of cumulative projects will further degrade the local air qual ity, as well as the air quality of
the South Coast Air Basin. The greatest cumulative impact on the quality of regional air cell will be the
incremental addition of pollutants mainly from increased traffic from residential, commercial, and
industrial development and the use of heavy equipment and trucks associated with the construction of
these projects. Air quality will be temporarily degraded during construction activities that occur
separately or simultaneously. However, in accordance with the SCAQMD methodology, projects that
do not exceed the SCAQMD criteria or can be mitigated to less than criteria levels are not significant
and do not add to the overall cumulative impact. The project does not exceed any of the thresholds of
significance and therefore is considered less than significant.
6.5 Air Quality Compliance
The California Environmental Quality Act (CEQA) requires a discussion of any inconsistencies between a
proposed project and applicable General Plans and Regional Plans (CEQA Guidelines Section 15125).
The regional plan that applies to the proposed project includes the SCAQMD Air Quality Management
Plan (AQMP). Therefore, this section discusses any potential inconsistencies of the proposed project
with the AQMP.
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The purpose of this discussion is to set forth the issues regarding consistency with the assumptions and
objectives of the AQMP and discuss whether the proposed project would interfere with the region’s
ability to comply with Federal and State air quality standards. If the decision -makers determine that
the proposed project is inconsistent, the lead agency may consider project modifications or inclusion of
mitigation to eliminate the inconsistency.
The SCAQMD CEQA Handbook states that "New or amended General Plan Elements (including land use
zoning and density amendments), Specific Plans, and significant projects must be analyzed for
consistency with the AQMP." Strict consistency with all aspects of the plan is usually not required A
proposed project should be considered to be cons istent with the AQMP if it furthers one or more
policies and does not obstruct other policies. The SCAQMD CEQA Handbook identifies two key
indicators of consistency:
(1) Whether the project will result in an increase in the frequency or severity of existing air
quality violations or cause or contribute to new violations, or delay timely attainment of
air quality standards or the interim emission reductions specified in the AQMP.
(2) Whether the project will exceed the assumptions in the AQMP in 2016 or increments
based on the year of project buildout and phase.
Both of these criteria are evaluated in the following sections.
A. Criterion 1 - Increase in the Frequency or Severity of Violations
Based on the air quality modeling analysis contained in this Air Analysis, short-term construction
impacts will not result in significant impacts based on the SCAQMD regional and local thresholds of
significance. This Air Analysis also found that, long-term operations impacts will not result in
significant impacts based on the SCAQMD local and regional thresholds of significance.
Therefore, the proposed project is not projected to contribute to the exceedance of any air pollutant
concentration standards and is found to be consistent with the AQMP for the first criterion.
B. Criterion 2 - Exceed Assumptions in the AQMP?
Consistency with the AQMP assumptions is determined by performing an analysis of the proposed
project with the assumptions in the AQMP. The emphasis of this criterion is to ensure that the
analyses conducted for the proposed project are based on the same forecasts as the AQMP. The 2016-
2040 Regional Transportation/Sustainable Communities Strategy, prepared by SCAG, 2016, includes
chapters on: the challenges in a changing region, creating a plan for our future, and the road to greater
mobility and sustainable growth. These chapters currently respond directly to federal and state
requirements placed on SCAG. Local governments are required to use these as the basis of their plans
for purposes of consistency with applicable regional plans under CEQA. For this project, the County of
Riverside and City of Lake Elsinore Land Use Plans define the assumptions that are represented in the
AQMP.
The proposed project has a current land use classification of General Commercial according to the City
of Lake Elsinore Lake View District Land Use Map. The proposed project is to develop the site with an
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express car wash use. Therefore, the proposed project would not result in an inconsistency with the
land use designation in either the County or City’s General Plans. Therefore, the proposed project is
consistent with the land use classification of the General Plan and would not be anticipated to exceed
the AQMP assumptions for the project site and is found to be consistent with the AQMP for the second
criterion.
Based on the above, the proposed project will not result in an inconsistency with the SCAQMD AQMP.
Therefore, a less than significant impact will occur.
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7.0 Greenhouse Gas Impact Analysis
7.1 Construction Greenhouse Gas Emissions Impact
The greenhouse gas emissions from project construction equipment and worker vehicles are shown in
Table 12. The emissions are from all phases of construction. The total construction emissions
amortized over a period of 30 years are estimated at 7.25 metric tons of CO2e per year. Annual
CalEEMod output calculations are provided in Appendix B.
Table 12: Construction Greenhouse Gas Emissions
Activity Emissions (MTCO2e)1
Onsite Offsite Total
Demolition 21.2 1.7 22.9
Site Preparation 0.3 0.1 0.3
Grading 2.5 0.1 2.6
Building Construction 157.2 26.4 183.6
Paving 5.9 0.6 6.5
Coating 1.3 0.2 1.5
Total 188.4 29.1 217.4
Averaged over 30 years2 6 1 7.25
Notes:
1. MTCO2e=metric tons of carbon dioxide equivalents (includes carbon dioxide, methane and nitrous oxide).
2. The emissions are averaged over 30 years because the average is added to the operational emissions, pursuant to SCAQMD.
* CalEEMod output (Appendix B)
7.2 Operational Greenhouse Gas Emissions Impact
Operational emissions occur over the life of the project. The operational emissions for the project are
767.04 metric tons of CO2e per year as shown in Table 13. These emissions do not exceed the
SCAQMD screening threshold of 3,000 metric tons of CO2e per year. Therefore, the project's GHG
emissions are considered to be less than significant.
<Table 13 next page>
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Table 13: Opening Year Unmitigated Project-Related Greenhouse Gas Emissions
Category
Greenhouse Gas Emissions (Metric Tons/Year)1
Bio-CO2 NonBio-CO2 CO2 CH4 N2O CO2e
Area Sources2 0.00 0.00 0.00 0.00 0.00 0.00
Energy Usage3 0.00 27.01 27.01 0.00 0.00 27.12
Mobile Sources4 0.00 717.16 717.16 0.04 0.00 718.27
Solid Waste5 4.22 0.00 4.22 0.25 0.00 10.45
Water6 0.16 3.23 3.40 0.02 0.00 3.94
Construction7 0.00 7.21 7.21 0.00 0.00 7.25
Total Emissions 4.38 754.61 758.99 0.31 0.00 767.04
SCAQMD Draft Screening Threshold 3,000
Exceeds Threshold? No
Notes:
1 Source: CalEEMod Version 2016.3.2
2 Area sources consist of GHG emissions from consumer products, architectural coatings, and landscape equipment.
3 Energy usage consist of GHG emissions from electricity and natural gas usage.
4 Mobile sources consist of GHG emissions from vehicles.
5 Solid waste includes the CO2 and CH4 emissions created from the solid waste placed in landfills.
6 Water includes GHG emissions from electricity used for transport of water and processing of wastewater.
7 Construction GHG emissions based on a 30 year amortization rate.
7.3 Greenhouse Gas Plan Consistency
The proposed project would have the potential to conflict with any applicable plan, policy or regulation
of an agency adopted for the purpose of reducing the emissions of GHGs. As stated previously, the City
of Lake Elsinore has adopted a Climate Action Plan; therefore, the project and its GHG emissions have
been compared to the goals of the City of Lake Elsinore CAP.
Consistency with the City of Lake Elsinore CAP
The City of Lake Elsinore adopted the City of Lake Elsinore CAP, on December 13, 2011. The Climate
Action Plan provides specific measures to be implemented in new developments to reduce GHG
emissions as well as a GHG emissions reduction target based on a community-wide emissions
reduction to 6.6 MTCO2e per service population per year by 2020 and 4.4 MTCO2e per service
population per year by 2030.
Appendix D of the CAP contains a project level worksheet that an applicant may use to demonstrate
consistency with the General Plan growth potential and CAP. The following are the crit eria for
determining consistency with the CAP:
1. Is the project consistent with the General Plan land use designation?
The City of Lake Elsinore Lake View District Land Use Plan identifies the land use classification of
the proposed project site as General Commercial.
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The proposed project is to develop the site with a commercial use, an express car wash.
Therefore, the proposed project is anticipated to be consistent with the land use specified in
the City of Lake Elsinore's General Plan. Therefore, the project meets this criterion.
2. Is the project consistent with the General Plan population and employment projections for the
site, upon which the CAP modeling is based?
The City of Lake Elsinore General Plan's build-out of population, housing and employment have
anticipated the development of the Project site as having a land use designation of General
Commercial. This buildout projection was used in the preparation of the CAP. As shown in
response to question 1 above, the proposed project is consistent with this land use designation.
Therefore, as the proposed project is the development of the site with an express car wash use
and is consistent with the existing General Plan land use designation for the site , the project
meets this criterion.
3. Does the project incorporate the following CAP measures as binding and enforceable
components of the project? Until these measures have been formally adopted by the City and
incorporated in to applicable codes, the requirements must be incorporated as miti gation
measures applicable to the project (CEQA Guidelines, Section 15183.5(b)(2)).
Table 14 provides a list of the reduction measures for new non-residential developments
included in CAP Appendix D. Table 14 also provides a project consistency analysis of each
measure. Per Table 14, the Project meets this criterion.
Based on the analysis above, the project will be consistent with the goals, policies and implementation
programs contained in the adopted City of Lake Elsinore CAP.
Therefore, as the project would comply with the goals of the City of Lake Elsinore CAP, the project
would not conflict with any applicable plan, policy or regulation of an agency adopted for the purpose
of reducing the emissions of GHGs.
<Table 14, next page>
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Table 14: City of Lake Elsinore GHG Reduction Measures for Commercial Developments and Project
Consistency1
Local Measure Measure Description Project Consistency
T-1.2
Pedestrian
Infrastructure
Through the development review process, require the
installation of sidewalks along new and reconstructed
streets. Also require new subdivisions and large
developments to provide sidewalks or paths to
internally link all uses where applicable and provide
connections to neighborhood activity centers, major
destinations, and transit facilities contiguous with the
project site; implement through conditions of
approval.
Consistent. The portion of Riverside Drive
that lies adjacent to the project site
already has an existing sidewalk, this
sidewalk will remain with the
development of the project site.
Furthermore, the project does not
proposed any new streets and is not
considered a new subdivision or large
development.
T-1.4 Bicycle
Infrastructure
Through the development review process, require
new development, as applicable, to implement and
connect to the network of Class I, II and III bikeways,
trails and safety features identified in the General
Plan, Bike Lane Master Plan, Trails Master Plan and
Western Riverside County Non-Motorized
Transportation plan; implement through conditions of
approval. The City will also continue to pursue and
utilize funding when needed to implement portions of
these plans.
Consistent. Per the Lake Elsinore General
Plan Figure 2.5, Bikeway Plan, and Figure
2.6, Elsinore Area Trails System, the
portion of Riverside Drive that lies
adjacent to the project site is a Class II
Bikeway and is part of the Lake Loop
Trail. As can be seen on the project site
plan, the proposed project site would not
affect the bikeway or trail system.
T-1.5 Bicycle
Parking
Through the development review process, enforce the
following short-term and long-term bicycle parking
standards for new non-residential development
(consistent with 2010 California Green Building Code
[CalGreen], Section 5.106.4), and implement through
conditions of approval:
Short-Term Bicycle Parking: If the project is
anticipated to generate
visitor traffic, provide permanently anchored bicycle
racks within 200
feet of the visitor entrance, readily visible to passers-
by, for 5% of
visitor motorized vehicle parking capacity, with a
minimum of one
two-bike capacity rack.
Long-Term Bicycle Parking: For buildings with over 10
tenant occupants, provide secure bicycle parking for
5% of tenant-occupied motorized vehicle parking
capacity, with a minimum of one space.
Not Applicable. The proposed project is
that of an express car wash.
T-2.1
Desginated
Parking for
Fuel-Efficient
Vehicles
Amend the Municipal Code to require that new non-
residential development designate 10% of total
parking spaces for any combination of low-emitting,
fuel-efficient and carpool/vanpool vehicles (consistent
with CalGreen Tier 1, Sections A5.106.5.1 and
A5.106.5.3), and implement through conditions of
approval. Parking stalls shall be marked ―Clean Air
Vehicle.
Consistent. The proposed project
includes only three parking spaces. The
other 27 spaces are that of vacuum stalls.
Therefore, as the project only includes
three parking spaces, the proposed
project is not required to designate stalls
for clean air vehicles.
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E-1.1 Tree
Planting
Through the development review process, require
new development to plant at minimum one 15-gallon
nondeciduous, umbrella-form tree per 30 linear feet
of boundary length near buildings, per the Municipal
Code. Trees shall be planted in strategic locations
around buildings or to shade pavement in parking lots
and streets.
Consistent. This measure is implemented
by the Departments of Planning, Public
Works, and Parks and Recreation through
City ordinance, development review
process, and conditions of approval. The
proposed project elements would be
required to comply with the City
ordinances and conditions of approval.
E-1.2 Cool Roof
Requirements
Amend the City Municipal Code to require new non -
residential development to use roofing materials
having solar reflectance, thermal emittance or Solar
Reflectance Index (SRI)3 consistent with CalGreen Tier
1 values (Table A5.106.11.2.1), and implement
through conditions of approval.
Consistent. This measure is implemented
by the Departments of Planning and
Building through City ordinance,
development review process, and
conditions of approval. The proposed
Project elements would be required to
comply with the City ordinances and
conditions of approval.
E-1.3 Energy
Efficient
Building
Standards
Adopt an ordinance requiring that all new
construction exceed the California Energy Code
requirements, based on the 2008 Energy Efficiency
Standards by 15% (consistent with CalGreen Tier 1),
through either the performance based or prescriptive
approach described in the California Green Building
Code; implement through conditions of approval.
Alternately, a solar photovoltaic system and/or solar
water heating may be used to assist in meeting all or a
portion of the 15% requirement.
Consistent. The California Green Building
Standards Code (proposed Part 11, Title
24) was adopted as part of the California
Building Standards Code in the CCR. Part
11 establishes voluntary standards, that
are mandatory in the 2019 edition of the
Code, on planning and design for
sustainable site development, energy
efficiency (in excess of the California
Energy Code requirements), water
conservation, material conservation, and
internal air contaminants. The proposed
project will be subject to these
mandatory standards.
E-4.1
Landscaping
Through the development review process, enforce the
City’s Assembly Bill 1881 Landscaping Ordinance;
implement through conditions of approval.
Consistent. AB 1881 Landscaping
Ordinance requires that landscaping be
water efficient, thereby consuming less
energy and reducing emissions. The
proposed project elements would be
required to comply with these landscape
requirements.
E-4.2 Indoor
Water
Conservation
Requirements
Amend the City's Uniform Building Code to require
development projects to reduce indoor water
consumption by 30% (consistent with CalGreen Tier 1,
Section A5.303.2.3.1), and implement through
conditions of approval.
Consistent. The proposed project will
utilize water fixtures that are sold in
California that are required to meet CCR
Title 20, Sections 1601 – 1608 that
require all water fixtures to be low flow
and provide an average water use
reduction of 30%.
S-1.4
Construction
and
Demolition
Waste
Diversion
Amend the Municipal Code to require development
projects to divert, recycle or salvage at least 65% of
nonhazardous construction and demolition debris
generated at the site by 2020 (consistent with
CalGreen Tier 1, Section A5.408.3.1). Require all
construction and demolition projects to be
accompanied by a waste management plan for the
project and a copy of the completed waste
Consistent. The California Green Building
Standards Code (proposed Part 11, Title
24) was adopted as part of the California
Building Standards Code in the CCR. Part
11 establishes voluntary standards, that
are mandatory in the 2019 edition of the
Code. Section 5.408 requires the
recycling and/or salvaging for reuse of a
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management report shall be provided upon
completion.
minimum of 65 percent of the
nonhazardous construction and
demolition waste. The proposed project
will be subject to these mandatory
standards.
Notes:
1 Source: City of Lake Elsinore Climate Action Plan
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8.0 References
The following references were used in the preparing this analysis.
California Air Pollution Control Officers Association
2009 Health Risk Assessments for Proposed Land Use Projects
California Air Resources Board
2008 Resolution 08-43
2008 Recommended Approaches for Setting Interim Significance Thresholds for Greenhouse
Gases under the California Environmental Quality Act
2008 ARB Recommended Interim Risk Management Policy for Inhalation-Based Residential Cancer
Risk – Frequently Asked Questions
2008 Climate Change Scoping Plan, a framework for change.
2011 Supplement to the AB 32 Scoping Plan Functional Equivalent Document
2013 Revised Emission Factors for Gasoline Marketing Operations at California Gasoline
Dispensing Facilities
2014 First Update to the Climate Change Scoping Plan, Building on the Framework Pursuant to
AB32, the California Global Warming Solutions Act of 2006. May.
2018 Historical Air Quality, Top 4 Summary
City of Lake Elsinore
2011 City of Lake Elsinore Climate Action Plan. December 13.
2011 City of Lake Elsinore General Plan. December 13.
Governor’s Office of Planning and Research
2008 CEQA and Climate: Addressing Climate Change Through California Environmental Quality Act
(CEQA) Review
2009 CEQA Guideline Sections to be Added or Amended
TJW Engineering
2021 Scoping Agreement for Traffic Impact Study Sunny Express Car Wash, City of Lake Elsinore,
CA. January 26 (approved February 4, 2021).
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Office of Environmental Health Hazard Assessment
2015 Air Toxics Hot Spots Program Risk Assessment Guidelines
South Coast Air Quality Management District
1993 CEQA Air Quality Handbook
2005 Rule 403 Fugitive Dust
2007 2007 Air Quality Management Plan
2008 Final Localized Significance Threshold Methodology, Revised
2011 Appendix A Calculation Details for CalEEMod
2012 Final 2012 Air Quality Management Plan
2016 Final 2016 Air Quality Management Plan
Appendix A:
CalEEMod Daily Emission Output
1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population
Other Asphalt Surfaces 0.93 Acre 0.93 40,510.80 0
Other Non-Asphalt Surfaces 8.98 1000sqft 0.21 8,978.00 0
Automobile Care Center 5.44 1000sqft 0.12 5,436.00 0
1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
10
Wind Speed (m/s)Precipitation Freq (Days)2.4 28
1.3 User Entered Comments & Non-Default Data
1.0 Project Characteristics
Utility Company Southern California Edison
2022Operational Year
CO2 Intensity
(lb/MWhr)
702.44 0.029CH4 Intensity
(lb/MWhr)
0.006N2O Intensity
(lb/MWhr)
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Project Characteristics -
Land Use - ~1.26 ac to be developed w/ 5.436 TSF car wash, 8,978 sf landscaping, & remainder (~0.93 acres) paving (includes parking lot w/ 30 spaces
including 27 vacuum spaces).
Construction Phase - Per project applicant, construction anticipated to being 7/19/21 and be complete by 2/19/22.
Off-road Equipment - Site prep of ~26% (~14,500 sf or 0.33 ac) of proposed area to be developed to remove existing asphalt surfaces; therefore, only ~26% of
CalEEMod default site prep equipment needed.
Demolition - Demolition of two existing buildings totaling ~3,283 square feet.
Grading - Site anticipated to balance. Site prep of ~26% (~14,500 sf or 0.33 ac) of proposed developed area to remove existing asphalt surfaces.
Vehicle Trips - Per Traffic Scoping Agreement, 132.5 trips/TSF/day with incorporation of pass-by reduction. Pass-by trips changed to 0 & split between
primary/diverted.
Sequestration -
Construction Off-road Equipment Mitigation - SCAQMD Rule 403 - Fugitive Dust.
Mobile Land Use Mitigation - Site is ~0.26 miles SW RTA Rte 8 stop Riverside/Lakeshore & ~2.6 miles NW of downtown portion of Lake Elsinore.
Energy Mitigation - 2019 Title 24 Standards for non-residential buildings will use ~30% less energy than with 2016 Title 24 Standards.
Water Mitigation -
Waste Mitigation - AB 341 requires each jurisdiction in CA divert at least 75% of their waste away from landfills by 2020.
Off-road Equipment - CalEEMod default construction timing for building construction reduced by ~37%; therefore, ~37% more equipment was added to
CalEEMod default construction equipment list.
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2.0 Emissions Summary
Table Name Column Name Default Value New Value
tblConstDustMitigation WaterUnpavedRoadVehicleSpeed 0 15
tblConstructionPhase NumDays 200.00 125.00
tblConstructionPhase PhaseEndDate 5/30/2022 2/14/2022
tblConstructionPhase PhaseEndDate 6/13/2022 2/19/2022
tblConstructionPhase PhaseEndDate 6/27/2022 2/19/2022
tblConstructionPhase PhaseStartDate 5/31/2022 2/7/2022
tblConstructionPhase PhaseStartDate 6/14/2022 2/7/2022
tblGrading AcresOfGrading 0.00 0.33
tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 2.00
tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 2.00
tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00
tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00
tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 2.00
tblTripsAndVMT WorkerTripNumber 3.00 8.00
tblVehicleTrips DV_TP 51.00 65.00
tblVehicleTrips PB_TP 28.00 0.00
tblVehicleTrips PR_TP 21.00 35.00
tblVehicleTrips ST_TR 23.72 132.50
tblVehicleTrips SU_TR 11.88 132.50
tblVehicleTrips WD_TR 23.72 132.50
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2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2021 2.4897 20.4742 17.9565 0.0346 5.0037 1.0423 5.6421 2.5493 0.9727 3.1367 0.0000 3,247.790
9
3,247.790
9
0.6251 0.0000 3,263.419
0
2022 9.8897 26.7568 28.8454 0.0529 0.5159 1.2723 1.7882 0.1381 1.2050 1.3432 0.0000 5,000.874
4
5,000.874
4
1.0488 0.0000 5,027.093
2
Maximum 9.8897 26.7568 28.8454 0.0529 5.0037 1.2723 5.6421 2.5493 1.2050 3.1367 0.0000 5,000.874
4
5,000.874
4
1.0488 0.0000 5,027.093
2
Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2021 2.4897 20.4742 17.9565 0.0346 2.0060 1.0423 2.6444 1.0087 0.9727 1.5961 0.0000 3,247.790
9
3,247.790
9
0.6251 0.0000 3,263.419
0
2022 9.8897 26.7568 28.8454 0.0529 0.5159 1.2723 1.7882 0.1381 1.2050 1.3432 0.0000 5,000.874
4
5,000.874
4
1.0488 0.0000 5,027.093
2
Maximum 9.8897 26.7568 28.8454 0.0529 2.0060 1.2723 2.6444 1.0087 1.2050 1.5961 0.0000 5,000.874
4
5,000.874
4
1.0488 0.0000 5,027.093
2
Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 54.31 0.00 40.34 57.33 0.00 34.39 0.00 0.00 0.00 0.00 0.00 0.00
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2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 0.1429 1.0000e-
005
1.5700e-
003
0.0000 1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
3.3600e-
003
3.3600e-
003
1.0000e-
005
3.5800e-
003
Energy 5.2200e-
003
0.0474 0.0399 2.8000e-
004
3.6100e-
003
3.6100e-
003
3.6100e-
003
3.6100e-
003
56.9269 56.9269 1.0900e-
003
1.0400e-
003
57.2652
Mobile 1.1698 8.0653 10.5820 0.0449 3.1007 0.0289 3.1296 0.8296 0.0270 0.8566 4,595.439
6
4,595.439
6
0.2642 4,602.043
6
Total 1.3179 8.1128 10.6234 0.0452 3.1007 0.0325 3.1332 0.8296 0.0307 0.8602 4,652.369
8
4,652.369
8
0.2653 1.0400e-
003
4,659.312
4
Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 0.1429 1.0000e-
005
1.5700e-
003
0.0000 1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
3.3600e-
003
3.3600e-
003
1.0000e-
005
3.5800e-
003
Energy 4.4800e-
003
0.0407 0.0342 2.4000e-
004
3.0900e-
003
3.0900e-
003
3.0900e-
003
3.0900e-
003
48.8530 48.8530 9.4000e-
004
9.0000e-
004
49.1434
Mobile 1.0937 7.3642 8.2426 0.0343 2.1997 0.0218 2.2215 0.5885 0.0204 0.6089 3,509.421
2
3,509.421
2
0.2351 3,515.298
7
Total 1.2410 7.4049 8.2784 0.0345 2.1997 0.0249 2.2246 0.5885 0.0235 0.6120 3,558.277
6
3,558.277
6
0.2361 9.0000e-
004
3,564.445
7
Mitigated Operational
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3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Demolition Demolition 7/19/2021 8/13/2021 5 20
2 Site Preparation Site Preparation 8/14/2021 8/17/2021 5 2
3 Grading Grading 8/18/2021 8/23/2021 5 4
4 Building Construction Building Construction 8/24/2021 2/14/2022 5 125
5 Paving Paving 2/7/2022 2/19/2022 5 10
6 Architectural Coating Architectural Coating 2/7/2022 2/19/2022 5 10
OffRoad Equipment
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
5.83 8.73 22.07 23.71 29.06 23.42 29.00 29.06 23.39 28.86 0.00 23.52 23.52 11.01 13.46 23.50
Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 8,154; Non-Residential Outdoor: 2,718; Striped Parking Area: 2,969
(Architectural Coating ±sqft)
Acres of Grading (Site Preparation Phase): 0.33
Acres of Grading (Grading Phase): 1.5
Acres of Paving: 1.14
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Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor
Demolition Concrete/Industrial Saws 1 8.00 81 0.73
Demolition Rubber Tired Dozers 1 8.00 247 0.40
Demolition Tractors/Loaders/Backhoes 3 8.00 97 0.37
Site Preparation Graders 0 8.00 187 0.41
Site Preparation Rubber Tired Dozers 0 7.00 247 0.40
Site Preparation Tractors/Loaders/Backhoes 1 8.00 97 0.37
Grading Graders 1 6.00 187 0.41
Grading Rubber Tired Dozers 1 6.00 247 0.40
Grading Tractors/Loaders/Backhoes 1 7.00 97 0.37
Building Construction Cranes 2 6.00 231 0.29
Building Construction Forklifts 2 6.00 89 0.20
Building Construction Generator Sets 1 8.00 84 0.74
Building Construction Tractors/Loaders/Backhoes 2 6.00 97 0.37
Building Construction Welders 3 8.00 46 0.45
Paving Cement and Mortar Mixers 1 6.00 9 0.56
Paving Pavers 1 6.00 130 0.42
Paving Paving Equipment 1 8.00 132 0.36
Paving Rollers 1 7.00 80 0.38
Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37
Architectural Coating Air Compressors 1 6.00 78 0.48
Trips and VMT
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3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 0.1626 0.0000 0.1626 0.0246 0.0000 0.0246 0.0000 0.0000
Off-Road 1.9930 19.6966 14.4925 0.0241 1.0409 1.0409 0.9715 0.9715 2,322.717
1
2,322.717
1
0.5940 2,337.565
8
Total 1.9930 19.6966 14.4925 0.0241 0.1626 1.0409 1.2035 0.0246 0.9715 0.9961 2,322.717
1
2,322.717
1
0.5940 2,337.565
8
Unmitigated Construction On-Site
3.1 Mitigation Measures Construction
Water Exposed Area
Reduce Vehicle Speed on Unpaved Roads
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition 5 13.00 0.00 15.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Site Preparation 1 8.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Grading 3 8.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Building Construction 10 23.00 9.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Paving 5 13.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Architectural Coating 1 5.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:32 PMPage 8 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Summer
3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 3.6500e-
003
0.1630 0.0214 5.6000e-
004
0.0131 5.0000e-
004
0.0136 3.6000e-
003
4.7000e-
004
4.0700e-
003
59.9501 59.9501 3.4800e-
003
60.0372
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0616 0.0351 0.4806 1.3900e-
003
0.1453 8.6000e-
004
0.1462 0.0385 7.9000e-
004
0.0393 138.4176 138.4176 3.3000e-
003
138.5001
Total 0.0653 0.1981 0.5021 1.9500e-
003
0.1584 1.3600e-
003
0.1598 0.0421 1.2600e-
003
0.0434 198.3678 198.3678 6.7800e-
003
198.5373
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 0.0634 0.0000 0.0634 9.6000e-
003
0.0000 9.6000e-
003
0.0000 0.0000
Off-Road 1.9930 19.6966 14.4925 0.0241 1.0409 1.0409 0.9715 0.9715 0.0000 2,322.717
1
2,322.717
1
0.5940 2,337.565
8
Total 1.9930 19.6966 14.4925 0.0241 0.0634 1.0409 1.1043 9.6000e-
003
0.9715 0.9811 0.0000 2,322.717
1
2,322.717
1
0.5940 2,337.565
8
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:32 PMPage 9 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Summer
3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 3.6500e-
003
0.1630 0.0214 5.6000e-
004
0.0131 5.0000e-
004
0.0136 3.6000e-
003
4.7000e-
004
4.0700e-
003
59.9501 59.9501 3.4800e-
003
60.0372
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0616 0.0351 0.4806 1.3900e-
003
0.1453 8.6000e-
004
0.1462 0.0385 7.9000e-
004
0.0393 138.4176 138.4176 3.3000e-
003
138.5001
Total 0.0653 0.1981 0.5021 1.9500e-
003
0.1584 1.3600e-
003
0.1598 0.0421 1.2600e-
003
0.0434 198.3678 198.3678 6.7800e-
003
198.5373
Mitigated Construction Off-Site
3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 0.1750 0.0000 0.1750 0.0189 0.0000 0.0189 0.0000 0.0000
Off-Road 0.1873 1.8958 2.2602 3.1100e-
003
0.1118 0.1118 0.1028 0.1028 300.9001 300.9001 0.0973 303.3330
Total 0.1873 1.8958 2.2602 3.1100e-
003
0.1750 0.1118 0.2868 0.0189 0.1028 0.1217 300.9001 300.9001 0.0973 303.3330
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:32 PMPage 10 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Summer
3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0379 0.0216 0.2958 8.5000e-
004
0.0894 5.3000e-
004
0.0900 0.0237 4.9000e-
004
0.0242 85.1801 85.1801 2.0300e-
003
85.2309
Total 0.0379 0.0216 0.2958 8.5000e-
004
0.0894 5.3000e-
004
0.0900 0.0237 4.9000e-
004
0.0242 85.1801 85.1801 2.0300e-
003
85.2309
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 0.0682 0.0000 0.0682 7.3700e-
003
0.0000 7.3700e-
003
0.0000 0.0000
Off-Road 0.1873 1.8958 2.2602 3.1100e-
003
0.1118 0.1118 0.1028 0.1028 0.0000 300.9001 300.9001 0.0973 303.3330
Total 0.1873 1.8958 2.2602 3.1100e-
003
0.0682 0.1118 0.1800 7.3700e-
003
0.1028 0.1102 0.0000 300.9001 300.9001 0.0973 303.3330
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:32 PMPage 11 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Summer
3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0379 0.0216 0.2958 8.5000e-
004
0.0894 5.3000e-
004
0.0900 0.0237 4.9000e-
004
0.0242 85.1801 85.1801 2.0300e-
003
85.2309
Total 0.0379 0.0216 0.2958 8.5000e-
004
0.0894 5.3000e-
004
0.0900 0.0237 4.9000e-
004
0.0242 85.1801 85.1801 2.0300e-
003
85.2309
Mitigated Construction Off-Site
3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 4.9143 0.0000 4.9143 2.5256 0.0000 2.5256 0.0000 0.0000
Off-Road 1.2884 14.3307 6.3314 0.0141 0.6379 0.6379 0.5869 0.5869 1,365.064
8
1,365.064
8
0.4415 1,376.102
0
Total 1.2884 14.3307 6.3314 0.0141 4.9143 0.6379 5.5522 2.5256 0.5869 3.1125 1,365.064
8
1,365.064
8
0.4415 1,376.102
0
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:32 PMPage 12 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Summer
3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0379 0.0216 0.2958 8.5000e-
004
0.0894 5.3000e-
004
0.0900 0.0237 4.9000e-
004
0.0242 85.1801 85.1801 2.0300e-
003
85.2309
Total 0.0379 0.0216 0.2958 8.5000e-
004
0.0894 5.3000e-
004
0.0900 0.0237 4.9000e-
004
0.0242 85.1801 85.1801 2.0300e-
003
85.2309
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 1.9166 0.0000 1.9166 0.9850 0.0000 0.9850 0.0000 0.0000
Off-Road 1.2884 14.3307 6.3314 0.0141 0.6379 0.6379 0.5869 0.5869 0.0000 1,365.064
8
1,365.064
8
0.4415 1,376.102
0
Total 1.2884 14.3307 6.3314 0.0141 1.9166 0.6379 2.5545 0.9850 0.5869 1.5719 0.0000 1,365.064
8
1,365.064
8
0.4415 1,376.102
0
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:32 PMPage 13 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Summer
3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0379 0.0216 0.2958 8.5000e-
004
0.0894 5.3000e-
004
0.0900 0.0237 4.9000e-
004
0.0242 85.1801 85.1801 2.0300e-
003
85.2309
Total 0.0379 0.0216 0.2958 8.5000e-
004
0.0894 5.3000e-
004
0.0900 0.0237 4.9000e-
004
0.0242 85.1801 85.1801 2.0300e-
003
85.2309
Mitigated Construction Off-Site
3.5 Building Construction - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.3596 19.5793 16.9576 0.0299 0.9786 0.9786 0.9315 0.9315 2,756.972
3
2,756.972
3
0.6017 2,772.014
6
Total 2.3596 19.5793 16.9576 0.0299 0.9786 0.9786 0.9315 0.9315 2,756.972
3
2,756.972
3
0.6017 2,772.014
6
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:32 PMPage 14 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Summer
3.5 Building Construction - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0210 0.8329 0.1486 2.3300e-
003
0.0576 1.5800e-
003
0.0592 0.0166 1.5200e-
003
0.0181 245.9259 245.9259 0.0176 246.3658
Worker 0.1090 0.0621 0.8503 2.4600e-
003
0.2571 1.5100e-
003
0.2586 0.0682 1.3900e-
003
0.0696 244.8927 244.8927 5.8400e-
003
245.0387
Total 0.1301 0.8950 0.9989 4.7900e-
003
0.3147 3.0900e-
003
0.3178 0.0848 2.9100e-
003
0.0877 490.8186 490.8186 0.0234 491.4045
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.3596 19.5793 16.9576 0.0299 0.9786 0.9786 0.9315 0.9315 0.0000 2,756.972
3
2,756.972
3
0.6017 2,772.014
6
Total 2.3596 19.5793 16.9576 0.0299 0.9786 0.9786 0.9315 0.9315 0.0000 2,756.972
3
2,756.972
3
0.6017 2,772.014
6
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:32 PMPage 15 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Summer
3.5 Building Construction - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0210 0.8329 0.1486 2.3300e-
003
0.0576 1.5800e-
003
0.0592 0.0166 1.5200e-
003
0.0181 245.9259 245.9259 0.0176 246.3658
Worker 0.1090 0.0621 0.8503 2.4600e-
003
0.2571 1.5100e-
003
0.2586 0.0682 1.3900e-
003
0.0696 244.8927 244.8927 5.8400e-
003
245.0387
Total 0.1301 0.8950 0.9989 4.7900e-
003
0.3147 3.0900e-
003
0.3178 0.0848 2.9100e-
003
0.0877 490.8186 490.8186 0.0234 491.4045
Mitigated Construction Off-Site
3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.1371 17.6892 16.6895 0.0299 0.8392 0.8392 0.7991 0.7991 2,757.618
0
2,757.618
0
0.5931 2,772.446
4
Total 2.1371 17.6892 16.6895 0.0299 0.8392 0.8392 0.7991 0.7991 2,757.618
0
2,757.618
0
0.5931 2,772.446
4
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:32 PMPage 16 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Summer
3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0196 0.7858 0.1382 2.3100e-
003
0.0576 1.3300e-
003
0.0590 0.0166 1.2700e-
003
0.0179 243.8327 243.8327 0.0167 244.2492
Worker 0.1020 0.0559 0.7843 2.3700e-
003
0.2571 1.4700e-
003
0.2586 0.0682 1.3600e-
003
0.0695 235.9446 235.9446 5.2500e-
003
236.0757
Total 0.1216 0.8417 0.9225 4.6800e-
003
0.3147 2.8000e-
003
0.3175 0.0848 2.6300e-
003
0.0874 479.7773 479.7773 0.0219 480.3249
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.1371 17.6892 16.6895 0.0299 0.8392 0.8392 0.7991 0.7991 0.0000 2,757.617
9
2,757.617
9
0.5931 2,772.446
4
Total 2.1371 17.6892 16.6895 0.0299 0.8392 0.8392 0.7991 0.7991 0.0000 2,757.617
9
2,757.617
9
0.5931 2,772.446
4
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:32 PMPage 17 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Summer
3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0196 0.7858 0.1382 2.3100e-
003
0.0576 1.3300e-
003
0.0590 0.0166 1.2700e-
003
0.0179 243.8327 243.8327 0.0167 244.2492
Worker 0.1020 0.0559 0.7843 2.3700e-
003
0.2571 1.4700e-
003
0.2586 0.0682 1.3600e-
003
0.0695 235.9446 235.9446 5.2500e-
003
236.0757
Total 0.1216 0.8417 0.9225 4.6800e-
003
0.3147 2.8000e-
003
0.3175 0.0848 2.6300e-
003
0.0874 479.7773 479.7773 0.0219 480.3249
Mitigated Construction Off-Site
3.6 Paving - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 0.6877 6.7738 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 1,297.378
9
1,297.378
9
0.4113 1,307.660
8
Paving 0.2437 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.9313 6.7738 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 1,297.378
9
1,297.378
9
0.4113 1,307.660
8
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:32 PMPage 18 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Summer
3.6 Paving - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0577 0.0316 0.4433 1.3400e-
003
0.1453 8.3000e-
004
0.1461 0.0385 7.7000e-
004
0.0393 133.3600 133.3600 2.9600e-
003
133.4341
Total 0.0577 0.0316 0.4433 1.3400e-
003
0.1453 8.3000e-
004
0.1461 0.0385 7.7000e-
004
0.0393 133.3600 133.3600 2.9600e-
003
133.4341
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 0.6877 6.7738 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 0.0000 1,297.378
9
1,297.378
9
0.4113 1,307.660
8
Paving 0.2437 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.9313 6.7738 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 0.0000 1,297.378
9
1,297.378
9
0.4113 1,307.660
8
Mitigated Construction On-Site
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07402002 Sunny Express Car Wash - Riverside-South Coast County, Summer
3.6 Paving - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0577 0.0316 0.4433 1.3400e-
003
0.1453 8.3000e-
004
0.1461 0.0385 7.7000e-
004
0.0393 133.3600 133.3600 2.9600e-
003
133.4341
Total 0.0577 0.0316 0.4433 1.3400e-
003
0.1453 8.3000e-
004
0.1461 0.0385 7.7000e-
004
0.0393 133.3600 133.3600 2.9600e-
003
133.4341
Mitigated Construction Off-Site
3.7 Architectural Coating - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 6.4153 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 0.2045 1.4085 1.8136 2.9700e-
003
0.0817 0.0817 0.0817 0.0817 281.4481 281.4481 0.0183 281.9062
Total 6.6198 1.4085 1.8136 2.9700e-
003
0.0817 0.0817 0.0817 0.0817 281.4481 281.4481 0.0183 281.9062
Unmitigated Construction On-Site
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3.7 Architectural Coating - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0222 0.0122 0.1705 5.1000e-
004
0.0559 3.2000e-
004
0.0562 0.0148 3.0000e-
004
0.0151 51.2923 51.2923 1.1400e-
003
51.3208
Total 0.0222 0.0122 0.1705 5.1000e-
004
0.0559 3.2000e-
004
0.0562 0.0148 3.0000e-
004
0.0151 51.2923 51.2923 1.1400e-
003
51.3208
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 6.4153 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 0.2045 1.4085 1.8136 2.9700e-
003
0.0817 0.0817 0.0817 0.0817 0.0000 281.4481 281.4481 0.0183 281.9062
Total 6.6198 1.4085 1.8136 2.9700e-
003
0.0817 0.0817 0.0817 0.0817 0.0000 281.4481 281.4481 0.0183 281.9062
Mitigated Construction On-Site
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07402002 Sunny Express Car Wash - Riverside-South Coast County, Summer
4.0 Operational Detail - Mobile
4.1 Mitigation Measures Mobile
Improve Destination Accessibility
Increase Transit Accessibility
3.7 Architectural Coating - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0222 0.0122 0.1705 5.1000e-
004
0.0559 3.2000e-
004
0.0562 0.0148 3.0000e-
004
0.0151 51.2923 51.2923 1.1400e-
003
51.3208
Total 0.0222 0.0122 0.1705 5.1000e-
004
0.0559 3.2000e-
004
0.0562 0.0148 3.0000e-
004
0.0151 51.2923 51.2923 1.1400e-
003
51.3208
Mitigated Construction Off-Site
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07402002 Sunny Express Car Wash - Riverside-South Coast County, Summer
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 1.0937 7.3642 8.2426 0.0343 2.1997 0.0218 2.2215 0.5885 0.0204 0.6089 3,509.421
2
3,509.421
2
0.2351 3,515.298
7
Unmitigated 1.1698 8.0653 10.5820 0.0449 3.1007 0.0289 3.1296 0.8296 0.0270 0.8566 4,595.439
6
4,595.439
6
0.2642 4,602.043
6
4.2 Trip Summary Information
4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Automobile Care Center 720.27 720.27 720.27 1,453,978 1,031,482
Other Asphalt Surfaces 0.00 0.00 0.00
Other Non-Asphalt Surfaces 0.00 0.00 0.00
Total 720.27 720.27 720.27 1,453,978 1,031,482
Miles Trip %Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by
Automobile Care Center 16.60 8.40 6.90 33.00 48.00 19.00 35 65 0
Other Asphalt Surfaces 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
Other Non-Asphalt Surfaces 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
4.4 Fleet Mix
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5.0 Energy Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
NaturalGas
Mitigated
4.4800e-
003
0.0407 0.0342 2.4000e-
004
3.0900e-
003
3.0900e-
003
3.0900e-
003
3.0900e-
003
48.8530 48.8530 9.4000e-
004
9.0000e-
004
49.1434
NaturalGas
Unmitigated
5.2200e-
003
0.0474 0.0399 2.8000e-
004
3.6100e-
003
3.6100e-
003
3.6100e-
003
3.6100e-
003
56.9269 56.9269 1.0900e-
003
1.0400e-
003
57.2652
5.1 Mitigation Measures Energy
Exceed Title 24
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH
Automobile Care Center 0.545527 0.036856 0.186032 0.115338 0.015222 0.004970 0.017525 0.069528 0.001397 0.001160 0.004547 0.000932 0.000965
Other Asphalt Surfaces 0.545527 0.036856 0.186032 0.115338 0.015222 0.004970 0.017525 0.069528 0.001397 0.001160 0.004547 0.000932 0.000965
Other Non-Asphalt Surfaces 0.545527 0.036856 0.186032 0.115338 0.015222 0.004970 0.017525 0.069528 0.001397 0.001160 0.004547 0.000932 0.000965
Historical Energy Use: N
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6.0 Area Detail
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Automobile Care
Center
483.878 5.2200e-
003
0.0474 0.0399 2.8000e-
004
3.6100e-
003
3.6100e-
003
3.6100e-
003
3.6100e-
003
56.9269 56.9269 1.0900e-
003
1.0400e-
003
57.2652
Other Asphalt
Surfaces
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Other Non-
Asphalt Surfaces
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 5.2200e-
003
0.0474 0.0399 2.8000e-
004
3.6100e-
003
3.6100e-
003
3.6100e-
003
3.6100e-
003
56.9269 56.9269 1.0900e-
003
1.0400e-
003
57.2652
Unmitigated
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Automobile Care
Center
0.415251 4.4800e-
003
0.0407 0.0342 2.4000e-
004
3.0900e-
003
3.0900e-
003
3.0900e-
003
3.0900e-
003
48.8530 48.8530 9.4000e-
004
9.0000e-
004
49.1434
Other Asphalt
Surfaces
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Other Non-
Asphalt Surfaces
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 4.4800e-
003
0.0407 0.0342 2.4000e-
004
3.0900e-
003
3.0900e-
003
3.0900e-
003
3.0900e-
003
48.8530 48.8530 9.4000e-
004
9.0000e-
004
49.1434
Mitigated
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6.1 Mitigation Measures Area
6.0 Area Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 0.1429 1.0000e-
005
1.5700e-
003
0.0000 1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
3.3600e-
003
3.3600e-
003
1.0000e-
005
3.5800e-
003
Unmitigated 0.1429 1.0000e-
005
1.5700e-
003
0.0000 1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
3.3600e-
003
3.3600e-
003
1.0000e-
005
3.5800e-
003
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
0.0176 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
0.1252 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 1.5000e-
004
1.0000e-
005
1.5700e-
003
0.0000 1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
3.3600e-
003
3.3600e-
003
1.0000e-
005
3.5800e-
003
Total 0.1429 1.0000e-
005
1.5700e-
003
0.0000 1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
3.3600e-
003
3.3600e-
003
1.0000e-
005
3.5800e-
003
Unmitigated
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07402002 Sunny Express Car Wash - Riverside-South Coast County, Summer
8.1 Mitigation Measures Waste
Institute Recycling and Composting Services
7.1 Mitigation Measures Water
7.0 Water Detail
8.0 Waste Detail
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
0.0176 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
0.1252 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 1.5000e-
004
1.0000e-
005
1.5700e-
003
0.0000 1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
3.3600e-
003
3.3600e-
003
1.0000e-
005
3.5800e-
003
Total 0.1429 1.0000e-
005
1.5700e-
003
0.0000 1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
3.3600e-
003
3.3600e-
003
1.0000e-
005
3.5800e-
003
Mitigated
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
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07402002 Sunny Express Car Wash - Riverside-South Coast County, Summer
11.0 Vegetation
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type
User Defined Equipment
Equipment Type Number
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:32 PMPage 28 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Summer
1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population
Other Asphalt Surfaces 0.93 Acre 0.93 40,510.80 0
Other Non-Asphalt Surfaces 8.98 1000sqft 0.21 8,978.00 0
Automobile Care Center 5.44 1000sqft 0.12 5,436.00 0
1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
10
Wind Speed (m/s)Precipitation Freq (Days)2.4 28
1.3 User Entered Comments & Non-Default Data
1.0 Project Characteristics
Utility Company Southern California Edison
2022Operational Year
CO2 Intensity
(lb/MWhr)
702.44 0.029CH4 Intensity
(lb/MWhr)
0.006N2O Intensity
(lb/MWhr)
07402002 Sunny Express Car Wash
Riverside-South Coast County, Winter
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:33 PMPage 1 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Winter
Project Characteristics -
Land Use - ~1.26 ac to be developed w/ 5.436 TSF car wash, 8,978 sf landscaping, & remainder (~0.93 acres) paving (includes parking lot w/ 30 spaces
including 27 vacuum spaces).
Construction Phase - Per project applicant, construction anticipated to being 7/19/21 and be complete by 2/19/22.
Off-road Equipment - Site prep of ~26% (~14,500 sf or 0.33 ac) of proposed area to be developed to remove existing asphalt surfaces; therefore, only ~26% of
CalEEMod default site prep equipment needed.
Demolition - Demolition of two existing buildings totaling ~3,283 square feet.
Grading - Site anticipated to balance. Site prep of ~26% (~14,500 sf or 0.33 ac) of proposed developed area to remove existing asphalt surfaces.
Vehicle Trips - Per Traffic Scoping Agreement, 132.5 trips/TSF/day with incorporation of pass-by reduction. Pass-by trips changed to 0 & split between
primary/diverted.
Sequestration -
Construction Off-road Equipment Mitigation - SCAQMD Rule 403 - Fugitive Dust.
Mobile Land Use Mitigation - Site is ~0.26 miles SW RTA Rte 8 stop Riverside/Lakeshore & ~2.6 miles NW of downtown portion of Lake Elsinore.
Energy Mitigation - 2019 Title 24 Standards for non-residential buildings will use ~30% less energy than with 2016 Title 24 Standards.
Water Mitigation -
Waste Mitigation - AB 341 requires each jurisdiction in CA divert at least 75% of their waste away from landfills by 2020.
Off-road Equipment - CalEEMod default construction timing for building construction reduced by ~37%; therefore, ~37% more equipment was added to
CalEEMod default construction equipment list.
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:33 PMPage 2 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Winter
2.0 Emissions Summary
Table Name Column Name Default Value New Value
tblConstDustMitigation WaterUnpavedRoadVehicleSpeed 0 15
tblConstructionPhase NumDays 200.00 125.00
tblConstructionPhase PhaseEndDate 5/30/2022 2/14/2022
tblConstructionPhase PhaseEndDate 6/13/2022 2/19/2022
tblConstructionPhase PhaseEndDate 6/27/2022 2/19/2022
tblConstructionPhase PhaseStartDate 5/31/2022 2/7/2022
tblConstructionPhase PhaseStartDate 6/14/2022 2/7/2022
tblGrading AcresOfGrading 0.00 0.33
tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 2.00
tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 2.00
tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00
tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00
tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 2.00
tblTripsAndVMT WorkerTripNumber 3.00 8.00
tblVehicleTrips DV_TP 51.00 65.00
tblVehicleTrips PB_TP 28.00 0.00
tblVehicleTrips PR_TP 21.00 35.00
tblVehicleTrips ST_TR 23.72 132.50
tblVehicleTrips SU_TR 11.88 132.50
tblVehicleTrips WD_TR 23.72 132.50
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:33 PMPage 3 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Winter
2.1 Overall Construction (Maximum Daily Emission)
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2021 2.4890 20.4692 17.8198 0.0343 5.0037 1.0423 5.6421 2.5493 0.9727 3.1367 0.0000 3,213.342
7
3,213.342
7
0.6264 0.0000 3,229.002
0
2022 9.8881 26.7523 28.6000 0.0524 0.5159 1.2723 1.7882 0.1381 1.2051 1.3432 0.0000 4,948.393
2
4,948.393
2
1.0495 0.0000 4,974.629
8
Maximum 9.8881 26.7523 28.6000 0.0524 5.0037 1.2723 5.6421 2.5493 1.2051 3.1367 0.0000 4,948.393
2
4,948.393
2
1.0495 0.0000 4,974.629
8
Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year lb/day lb/day
2021 2.4890 20.4692 17.8198 0.0343 2.0060 1.0423 2.6444 1.0087 0.9727 1.5961 0.0000 3,213.342
7
3,213.342
7
0.6264 0.0000 3,229.002
0
2022 9.8881 26.7523 28.6000 0.0524 0.5159 1.2723 1.7882 0.1381 1.2051 1.3432 0.0000 4,948.393
2
4,948.393
2
1.0495 0.0000 4,974.629
8
Maximum 9.8881 26.7523 28.6000 0.0524 2.0060 1.2723 2.6444 1.0087 1.2051 1.5961 0.0000 4,948.393
2
4,948.393
2
1.0495 0.0000 4,974.629
8
Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 54.31 0.00 40.34 57.33 0.00 34.39 0.00 0.00 0.00 0.00 0.00 0.00
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:33 PMPage 4 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Winter
2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 0.1429 1.0000e-
005
1.5700e-
003
0.0000 1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
3.3600e-
003
3.3600e-
003
1.0000e-
005
3.5800e-
003
Energy 5.2200e-
003
0.0474 0.0399 2.8000e-
004
3.6100e-
003
3.6100e-
003
3.6100e-
003
3.6100e-
003
56.9269 56.9269 1.0900e-
003
1.0400e-
003
57.2652
Mobile 0.9769 7.9800 9.5093 0.0413 3.1007 0.0293 3.1300 0.8296 0.0275 0.8571 4,231.348
5
4,231.348
5
0.2800 4,238.347
2
Total 1.1250 8.0275 9.5507 0.0416 3.1007 0.0330 3.1337 0.8296 0.0311 0.8607 4,288.278
8
4,288.278
8
0.2811 1.0400e-
003
4,295.616
0
Unmitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Area 0.1429 1.0000e-
005
1.5700e-
003
0.0000 1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
3.3600e-
003
3.3600e-
003
1.0000e-
005
3.5800e-
003
Energy 4.4800e-
003
0.0407 0.0342 2.4000e-
004
3.0900e-
003
3.0900e-
003
3.0900e-
003
3.0900e-
003
48.8530 48.8530 9.4000e-
004
9.0000e-
004
49.1434
Mobile 0.9057 7.2443 7.6406 0.0314 2.1997 0.0222 2.2220 0.5885 0.0208 0.6093 3,221.760
0
3,221.760
0
0.2529 3,228.083
3
Total 1.0531 7.2850 7.6764 0.0317 2.1997 0.0253 2.2251 0.5885 0.0239 0.6124 3,270.616
4
3,270.616
4
0.2539 9.0000e-
004
3,277.230
2
Mitigated Operational
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:33 PMPage 5 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Winter
3.0 Construction Detail
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Demolition Demolition 7/19/2021 8/13/2021 5 20
2 Site Preparation Site Preparation 8/14/2021 8/17/2021 5 2
3 Grading Grading 8/18/2021 8/23/2021 5 4
4 Building Construction Building Construction 8/24/2021 2/14/2022 5 125
5 Paving Paving 2/7/2022 2/19/2022 5 10
6 Architectural Coating Architectural Coating 2/7/2022 2/19/2022 5 10
OffRoad Equipment
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
6.39 9.25 19.62 23.91 29.06 23.10 29.00 29.06 23.06 28.84 0.00 23.73 23.73 9.67 13.46 23.71
Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 8,154; Non-Residential Outdoor: 2,718; Striped Parking Area: 2,969
(Architectural Coating ±sqft)
Acres of Grading (Site Preparation Phase): 0.33
Acres of Grading (Grading Phase): 1.5
Acres of Paving: 1.14
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:33 PMPage 6 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Winter
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor
Demolition Concrete/Industrial Saws 1 8.00 81 0.73
Demolition Rubber Tired Dozers 1 8.00 247 0.40
Demolition Tractors/Loaders/Backhoes 3 8.00 97 0.37
Site Preparation Graders 0 8.00 187 0.41
Site Preparation Rubber Tired Dozers 0 7.00 247 0.40
Site Preparation Tractors/Loaders/Backhoes 1 8.00 97 0.37
Grading Graders 1 6.00 187 0.41
Grading Rubber Tired Dozers 1 6.00 247 0.40
Grading Tractors/Loaders/Backhoes 1 7.00 97 0.37
Building Construction Cranes 2 6.00 231 0.29
Building Construction Forklifts 2 6.00 89 0.20
Building Construction Generator Sets 1 8.00 84 0.74
Building Construction Tractors/Loaders/Backhoes 2 6.00 97 0.37
Building Construction Welders 3 8.00 46 0.45
Paving Cement and Mortar Mixers 1 6.00 9 0.56
Paving Pavers 1 6.00 130 0.42
Paving Paving Equipment 1 8.00 132 0.36
Paving Rollers 1 7.00 80 0.38
Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37
Architectural Coating Air Compressors 1 6.00 78 0.48
Trips and VMT
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:33 PMPage 7 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Winter
3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 0.1626 0.0000 0.1626 0.0246 0.0000 0.0246 0.0000 0.0000
Off-Road 1.9930 19.6966 14.4925 0.0241 1.0409 1.0409 0.9715 0.9715 2,322.717
1
2,322.717
1
0.5940 2,337.565
8
Total 1.9930 19.6966 14.4925 0.0241 0.1626 1.0409 1.2035 0.0246 0.9715 0.9961 2,322.717
1
2,322.717
1
0.5940 2,337.565
8
Unmitigated Construction On-Site
3.1 Mitigation Measures Construction
Water Exposed Area
Reduce Vehicle Speed on Unpaved Roads
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition 5 13.00 0.00 15.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Site Preparation 1 8.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Grading 3 8.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Building Construction 10 23.00 9.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Paving 5 13.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Architectural Coating 1 5.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:33 PMPage 8 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Winter
3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 3.8400e-
003
0.1641 0.0250 5.5000e-
004
0.0131 5.0000e-
004
0.0136 3.6000e-
003
4.8000e-
004
4.0800e-
003
58.4439 58.4439 3.8100e-
003
58.5391
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0605 0.0363 0.3880 1.2500e-
003
0.1453 8.6000e-
004
0.1462 0.0385 7.9000e-
004
0.0393 124.1752 124.1752 2.8700e-
003
124.2469
Total 0.0643 0.2004 0.4130 1.8000e-
003
0.1584 1.3600e-
003
0.1598 0.0421 1.2700e-
003
0.0434 182.6191 182.6191 6.6800e-
003
182.7860
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 0.0634 0.0000 0.0634 9.6000e-
003
0.0000 9.6000e-
003
0.0000 0.0000
Off-Road 1.9930 19.6966 14.4925 0.0241 1.0409 1.0409 0.9715 0.9715 0.0000 2,322.717
1
2,322.717
1
0.5940 2,337.565
8
Total 1.9930 19.6966 14.4925 0.0241 0.0634 1.0409 1.1043 9.6000e-
003
0.9715 0.9811 0.0000 2,322.717
1
2,322.717
1
0.5940 2,337.565
8
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:33 PMPage 9 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Winter
3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 3.8400e-
003
0.1641 0.0250 5.5000e-
004
0.0131 5.0000e-
004
0.0136 3.6000e-
003
4.8000e-
004
4.0800e-
003
58.4439 58.4439 3.8100e-
003
58.5391
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0605 0.0363 0.3880 1.2500e-
003
0.1453 8.6000e-
004
0.1462 0.0385 7.9000e-
004
0.0393 124.1752 124.1752 2.8700e-
003
124.2469
Total 0.0643 0.2004 0.4130 1.8000e-
003
0.1584 1.3600e-
003
0.1598 0.0421 1.2700e-
003
0.0434 182.6191 182.6191 6.6800e-
003
182.7860
Mitigated Construction Off-Site
3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 0.1750 0.0000 0.1750 0.0189 0.0000 0.0189 0.0000 0.0000
Off-Road 0.1873 1.8958 2.2602 3.1100e-
003
0.1118 0.1118 0.1028 0.1028 300.9001 300.9001 0.0973 303.3330
Total 0.1873 1.8958 2.2602 3.1100e-
003
0.1750 0.1118 0.2868 0.0189 0.1028 0.1217 300.9001 300.9001 0.0973 303.3330
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:33 PMPage 10 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Winter
3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0372 0.0224 0.2387 7.7000e-
004
0.0894 5.3000e-
004
0.0900 0.0237 4.9000e-
004
0.0242 76.4155 76.4155 1.7700e-
003
76.4596
Total 0.0372 0.0224 0.2387 7.7000e-
004
0.0894 5.3000e-
004
0.0900 0.0237 4.9000e-
004
0.0242 76.4155 76.4155 1.7700e-
003
76.4596
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 0.0682 0.0000 0.0682 7.3700e-
003
0.0000 7.3700e-
003
0.0000 0.0000
Off-Road 0.1873 1.8958 2.2602 3.1100e-
003
0.1118 0.1118 0.1028 0.1028 0.0000 300.9001 300.9001 0.0973 303.3330
Total 0.1873 1.8958 2.2602 3.1100e-
003
0.0682 0.1118 0.1800 7.3700e-
003
0.1028 0.1102 0.0000 300.9001 300.9001 0.0973 303.3330
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:33 PMPage 11 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Winter
3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0372 0.0224 0.2387 7.7000e-
004
0.0894 5.3000e-
004
0.0900 0.0237 4.9000e-
004
0.0242 76.4155 76.4155 1.7700e-
003
76.4596
Total 0.0372 0.0224 0.2387 7.7000e-
004
0.0894 5.3000e-
004
0.0900 0.0237 4.9000e-
004
0.0242 76.4155 76.4155 1.7700e-
003
76.4596
Mitigated Construction Off-Site
3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 4.9143 0.0000 4.9143 2.5256 0.0000 2.5256 0.0000 0.0000
Off-Road 1.2884 14.3307 6.3314 0.0141 0.6379 0.6379 0.5869 0.5869 1,365.064
8
1,365.064
8
0.4415 1,376.102
0
Total 1.2884 14.3307 6.3314 0.0141 4.9143 0.6379 5.5522 2.5256 0.5869 3.1125 1,365.064
8
1,365.064
8
0.4415 1,376.102
0
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:33 PMPage 12 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Winter
3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0372 0.0224 0.2387 7.7000e-
004
0.0894 5.3000e-
004
0.0900 0.0237 4.9000e-
004
0.0242 76.4155 76.4155 1.7700e-
003
76.4596
Total 0.0372 0.0224 0.2387 7.7000e-
004
0.0894 5.3000e-
004
0.0900 0.0237 4.9000e-
004
0.0242 76.4155 76.4155 1.7700e-
003
76.4596
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Fugitive Dust 1.9166 0.0000 1.9166 0.9850 0.0000 0.9850 0.0000 0.0000
Off-Road 1.2884 14.3307 6.3314 0.0141 0.6379 0.6379 0.5869 0.5869 0.0000 1,365.064
8
1,365.064
8
0.4415 1,376.102
0
Total 1.2884 14.3307 6.3314 0.0141 1.9166 0.6379 2.5545 0.9850 0.5869 1.5719 0.0000 1,365.064
8
1,365.064
8
0.4415 1,376.102
0
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:33 PMPage 13 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Winter
3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0372 0.0224 0.2387 7.7000e-
004
0.0894 5.3000e-
004
0.0900 0.0237 4.9000e-
004
0.0242 76.4155 76.4155 1.7700e-
003
76.4596
Total 0.0372 0.0224 0.2387 7.7000e-
004
0.0894 5.3000e-
004
0.0900 0.0237 4.9000e-
004
0.0242 76.4155 76.4155 1.7700e-
003
76.4596
Mitigated Construction Off-Site
3.5 Building Construction - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.3596 19.5793 16.9576 0.0299 0.9786 0.9786 0.9315 0.9315 2,756.972
3
2,756.972
3
0.6017 2,772.014
6
Total 2.3596 19.5793 16.9576 0.0299 0.9786 0.9786 0.9315 0.9315 2,756.972
3
2,756.972
3
0.6017 2,772.014
6
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:33 PMPage 14 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Winter
3.5 Building Construction - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0223 0.8257 0.1758 2.2400e-
003
0.0576 1.6300e-
003
0.0593 0.0166 1.5600e-
003
0.0182 236.6759 236.6759 0.0196 237.1660
Worker 0.1070 0.0642 0.6864 2.2000e-
003
0.2571 1.5100e-
003
0.2586 0.0682 1.3900e-
003
0.0696 219.6945 219.6945 5.0800e-
003
219.8214
Total 0.1293 0.8899 0.8622 4.4400e-
003
0.3147 3.1400e-
003
0.3179 0.0848 2.9500e-
003
0.0877 456.3704 456.3704 0.0247 456.9874
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.3596 19.5793 16.9576 0.0299 0.9786 0.9786 0.9315 0.9315 0.0000 2,756.972
3
2,756.972
3
0.6017 2,772.014
6
Total 2.3596 19.5793 16.9576 0.0299 0.9786 0.9786 0.9315 0.9315 0.0000 2,756.972
3
2,756.972
3
0.6017 2,772.014
6
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:33 PMPage 15 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Winter
3.5 Building Construction - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0223 0.8257 0.1758 2.2400e-
003
0.0576 1.6300e-
003
0.0593 0.0166 1.5600e-
003
0.0182 236.6759 236.6759 0.0196 237.1660
Worker 0.1070 0.0642 0.6864 2.2000e-
003
0.2571 1.5100e-
003
0.2586 0.0682 1.3900e-
003
0.0696 219.6945 219.6945 5.0800e-
003
219.8214
Total 0.1293 0.8899 0.8622 4.4400e-
003
0.3147 3.1400e-
003
0.3179 0.0848 2.9500e-
003
0.0877 456.3704 456.3704 0.0247 456.9874
Mitigated Construction Off-Site
3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.1371 17.6892 16.6895 0.0299 0.8392 0.8392 0.7991 0.7991 2,757.618
0
2,757.618
0
0.5931 2,772.446
4
Total 2.1371 17.6892 16.6895 0.0299 0.8392 0.8392 0.7991 0.7991 2,757.618
0
2,757.618
0
0.5931 2,772.446
4
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:33 PMPage 16 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Winter
3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0208 0.7779 0.1641 2.2200e-
003
0.0576 1.3700e-
003
0.0590 0.0166 1.3100e-
003
0.0179 234.6094 234.6094 0.0186 235.0741
Worker 0.1004 0.0578 0.6321 2.1200e-
003
0.2571 1.4700e-
003
0.2586 0.0682 1.3600e-
003
0.0695 211.6779 211.6779 4.5700e-
003
211.7921
Total 0.1212 0.8357 0.7962 4.3400e-
003
0.3147 2.8400e-
003
0.3176 0.0848 2.6700e-
003
0.0875 446.2874 446.2874 0.0232 446.8661
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 2.1371 17.6892 16.6895 0.0299 0.8392 0.8392 0.7991 0.7991 0.0000 2,757.617
9
2,757.617
9
0.5931 2,772.446
4
Total 2.1371 17.6892 16.6895 0.0299 0.8392 0.8392 0.7991 0.7991 0.0000 2,757.617
9
2,757.617
9
0.5931 2,772.446
4
Mitigated Construction On-Site
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3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0208 0.7779 0.1641 2.2200e-
003
0.0576 1.3700e-
003
0.0590 0.0166 1.3100e-
003
0.0179 234.6094 234.6094 0.0186 235.0741
Worker 0.1004 0.0578 0.6321 2.1200e-
003
0.2571 1.4700e-
003
0.2586 0.0682 1.3600e-
003
0.0695 211.6779 211.6779 4.5700e-
003
211.7921
Total 0.1212 0.8357 0.7962 4.3400e-
003
0.3147 2.8400e-
003
0.3176 0.0848 2.6700e-
003
0.0875 446.2874 446.2874 0.0232 446.8661
Mitigated Construction Off-Site
3.6 Paving - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 0.6877 6.7738 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 1,297.378
9
1,297.378
9
0.4113 1,307.660
8
Paving 0.2437 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.9313 6.7738 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 1,297.378
9
1,297.378
9
0.4113 1,307.660
8
Unmitigated Construction On-Site
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3.6 Paving - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0567 0.0327 0.3573 1.2000e-
003
0.1453 8.3000e-
004
0.1461 0.0385 7.7000e-
004
0.0393 119.6441 119.6441 2.5800e-
003
119.7086
Total 0.0567 0.0327 0.3573 1.2000e-
003
0.1453 8.3000e-
004
0.1461 0.0385 7.7000e-
004
0.0393 119.6441 119.6441 2.5800e-
003
119.7086
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Off-Road 0.6877 6.7738 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 0.0000 1,297.378
9
1,297.378
9
0.4113 1,307.660
8
Paving 0.2437 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 0.9313 6.7738 8.8060 0.0135 0.3474 0.3474 0.3205 0.3205 0.0000 1,297.378
9
1,297.378
9
0.4113 1,307.660
8
Mitigated Construction On-Site
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3.6 Paving - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0567 0.0327 0.3573 1.2000e-
003
0.1453 8.3000e-
004
0.1461 0.0385 7.7000e-
004
0.0393 119.6441 119.6441 2.5800e-
003
119.7086
Total 0.0567 0.0327 0.3573 1.2000e-
003
0.1453 8.3000e-
004
0.1461 0.0385 7.7000e-
004
0.0393 119.6441 119.6441 2.5800e-
003
119.7086
Mitigated Construction Off-Site
3.7 Architectural Coating - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 6.4153 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 0.2045 1.4085 1.8136 2.9700e-
003
0.0817 0.0817 0.0817 0.0817 281.4481 281.4481 0.0183 281.9062
Total 6.6198 1.4085 1.8136 2.9700e-
003
0.0817 0.0817 0.0817 0.0817 281.4481 281.4481 0.0183 281.9062
Unmitigated Construction On-Site
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3.7 Architectural Coating - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0218 0.0126 0.1374 4.6000e-
004
0.0559 3.2000e-
004
0.0562 0.0148 3.0000e-
004
0.0151 46.0169 46.0169 9.9000e-
004
46.0418
Total 0.0218 0.0126 0.1374 4.6000e-
004
0.0559 3.2000e-
004
0.0562 0.0148 3.0000e-
004
0.0151 46.0169 46.0169 9.9000e-
004
46.0418
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Archit. Coating 6.4153 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 0.2045 1.4085 1.8136 2.9700e-
003
0.0817 0.0817 0.0817 0.0817 0.0000 281.4481 281.4481 0.0183 281.9062
Total 6.6198 1.4085 1.8136 2.9700e-
003
0.0817 0.0817 0.0817 0.0817 0.0000 281.4481 281.4481 0.0183 281.9062
Mitigated Construction On-Site
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4.0 Operational Detail - Mobile
4.1 Mitigation Measures Mobile
Improve Destination Accessibility
Increase Transit Accessibility
3.7 Architectural Coating - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 0.0218 0.0126 0.1374 4.6000e-
004
0.0559 3.2000e-
004
0.0562 0.0148 3.0000e-
004
0.0151 46.0169 46.0169 9.9000e-
004
46.0418
Total 0.0218 0.0126 0.1374 4.6000e-
004
0.0559 3.2000e-
004
0.0562 0.0148 3.0000e-
004
0.0151 46.0169 46.0169 9.9000e-
004
46.0418
Mitigated Construction Off-Site
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07402002 Sunny Express Car Wash - Riverside-South Coast County, Winter
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 0.9057 7.2443 7.6406 0.0314 2.1997 0.0222 2.2220 0.5885 0.0208 0.6093 3,221.760
0
3,221.760
0
0.2529 3,228.083
3
Unmitigated 0.9769 7.9800 9.5093 0.0413 3.1007 0.0293 3.1300 0.8296 0.0275 0.8571 4,231.348
5
4,231.348
5
0.2800 4,238.347
2
4.2 Trip Summary Information
4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Automobile Care Center 720.27 720.27 720.27 1,453,978 1,031,482
Other Asphalt Surfaces 0.00 0.00 0.00
Other Non-Asphalt Surfaces 0.00 0.00 0.00
Total 720.27 720.27 720.27 1,453,978 1,031,482
Miles Trip %Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by
Automobile Care Center 16.60 8.40 6.90 33.00 48.00 19.00 35 65 0
Other Asphalt Surfaces 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
Other Non-Asphalt Surfaces 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
4.4 Fleet Mix
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5.0 Energy Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
NaturalGas
Mitigated
4.4800e-
003
0.0407 0.0342 2.4000e-
004
3.0900e-
003
3.0900e-
003
3.0900e-
003
3.0900e-
003
48.8530 48.8530 9.4000e-
004
9.0000e-
004
49.1434
NaturalGas
Unmitigated
5.2200e-
003
0.0474 0.0399 2.8000e-
004
3.6100e-
003
3.6100e-
003
3.6100e-
003
3.6100e-
003
56.9269 56.9269 1.0900e-
003
1.0400e-
003
57.2652
5.1 Mitigation Measures Energy
Exceed Title 24
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH
Automobile Care Center 0.545527 0.036856 0.186032 0.115338 0.015222 0.004970 0.017525 0.069528 0.001397 0.001160 0.004547 0.000932 0.000965
Other Asphalt Surfaces 0.545527 0.036856 0.186032 0.115338 0.015222 0.004970 0.017525 0.069528 0.001397 0.001160 0.004547 0.000932 0.000965
Other Non-Asphalt Surfaces 0.545527 0.036856 0.186032 0.115338 0.015222 0.004970 0.017525 0.069528 0.001397 0.001160 0.004547 0.000932 0.000965
Historical Energy Use: N
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6.0 Area Detail
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Automobile Care
Center
483.878 5.2200e-
003
0.0474 0.0399 2.8000e-
004
3.6100e-
003
3.6100e-
003
3.6100e-
003
3.6100e-
003
56.9269 56.9269 1.0900e-
003
1.0400e-
003
57.2652
Other Asphalt
Surfaces
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Other Non-
Asphalt Surfaces
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 5.2200e-
003
0.0474 0.0399 2.8000e-
004
3.6100e-
003
3.6100e-
003
3.6100e-
003
3.6100e-
003
56.9269 56.9269 1.0900e-
003
1.0400e-
003
57.2652
Unmitigated
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr lb/day lb/day
Automobile Care
Center
0.415251 4.4800e-
003
0.0407 0.0342 2.4000e-
004
3.0900e-
003
3.0900e-
003
3.0900e-
003
3.0900e-
003
48.8530 48.8530 9.4000e-
004
9.0000e-
004
49.1434
Other Asphalt
Surfaces
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Other Non-
Asphalt Surfaces
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 4.4800e-
003
0.0407 0.0342 2.4000e-
004
3.0900e-
003
3.0900e-
003
3.0900e-
003
3.0900e-
003
48.8530 48.8530 9.4000e-
004
9.0000e-
004
49.1434
Mitigated
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6.1 Mitigation Measures Area
6.0 Area Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category lb/day lb/day
Mitigated 0.1429 1.0000e-
005
1.5700e-
003
0.0000 1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
3.3600e-
003
3.3600e-
003
1.0000e-
005
3.5800e-
003
Unmitigated 0.1429 1.0000e-
005
1.5700e-
003
0.0000 1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
3.3600e-
003
3.3600e-
003
1.0000e-
005
3.5800e-
003
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
0.0176 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
0.1252 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 1.5000e-
004
1.0000e-
005
1.5700e-
003
0.0000 1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
3.3600e-
003
3.3600e-
003
1.0000e-
005
3.5800e-
003
Total 0.1429 1.0000e-
005
1.5700e-
003
0.0000 1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
3.3600e-
003
3.3600e-
003
1.0000e-
005
3.5800e-
003
Unmitigated
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07402002 Sunny Express Car Wash - Riverside-South Coast County, Winter
8.1 Mitigation Measures Waste
Institute Recycling and Composting Services
7.1 Mitigation Measures Water
7.0 Water Detail
8.0 Waste Detail
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory lb/day lb/day
Architectural
Coating
0.0176 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
0.1252 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 1.5000e-
004
1.0000e-
005
1.5700e-
003
0.0000 1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
3.3600e-
003
3.3600e-
003
1.0000e-
005
3.5800e-
003
Total 0.1429 1.0000e-
005
1.5700e-
003
0.0000 1.0000e-
005
1.0000e-
005
1.0000e-
005
1.0000e-
005
3.3600e-
003
3.3600e-
003
1.0000e-
005
3.5800e-
003
Mitigated
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
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07402002 Sunny Express Car Wash - Riverside-South Coast County, Winter
11.0 Vegetation
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type
User Defined Equipment
Equipment Type Number
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:33 PMPage 28 of 28
07402002 Sunny Express Car Wash - Riverside-South Coast County, Winter
Appendix B:
CalEEMod Annual Emission Output
1.1 Land Usage
Land Uses Size Metric Lot Acreage Floor Surface Area Population
Other Asphalt Surfaces 0.93 Acre 0.93 40,510.80 0
Other Non-Asphalt Surfaces 8.98 1000sqft 0.21 8,978.00 0
Automobile Care Center 5.44 1000sqft 0.12 5,436.00 0
1.2 Other Project Characteristics
Urbanization
Climate Zone
Urban
10
Wind Speed (m/s)Precipitation Freq (Days)2.4 28
1.3 User Entered Comments & Non-Default Data
1.0 Project Characteristics
Utility Company Southern California Edison
2022Operational Year
CO2 Intensity
(lb/MWhr)
702.44 0.029CH4 Intensity
(lb/MWhr)
0.006N2O Intensity
(lb/MWhr)
07402002 Sunny Express Car Wash
Riverside-South Coast County, Annual
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:31 PMPage 1 of 34
07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
Project Characteristics -
Land Use - ~1.26 ac to be developed w/ 5.436 TSF car wash, 8,978 sf landscaping, & remainder (~0.93 acres) paving (includes parking lot w/ 30 spaces
including 27 vacuum spaces).
Construction Phase - Per project applicant, construction anticipated to being 7/19/21 and be complete by 2/19/22.
Off-road Equipment - Site prep of ~26% (~14,500 sf or 0.33 ac) of proposed area to be developed to remove existing asphalt surfaces; therefore, only ~26% of
CalEEMod default site prep equipment needed.
Demolition - Demolition of two existing buildings totaling ~3,283 square feet.
Grading - Site anticipated to balance. Site prep of ~26% (~14,500 sf or 0.33 ac) of proposed developed area to remove existing asphalt surfaces.
Vehicle Trips - Per Traffic Scoping Agreement, 132.5 trips/TSF/day with incorporation of pass-by reduction. Pass-by trips changed to 0 & split between
primary/diverted.
Sequestration -
Construction Off-road Equipment Mitigation - SCAQMD Rule 403 - Fugitive Dust.
Mobile Land Use Mitigation - Site is ~0.26 miles SW RTA Rte 8 stop Riverside/Lakeshore & ~2.6 miles NW of downtown portion of Lake Elsinore.
Energy Mitigation - 2019 Title 24 Standards for non-residential buildings will use ~30% less energy than with 2016 Title 24 Standards.
Water Mitigation -
Waste Mitigation - AB 341 requires each jurisdiction in CA divert at least 75% of their waste away from landfills by 2020.
Off-road Equipment - CalEEMod default construction timing for building construction reduced by ~37%; therefore, ~37% more equipment was added to
CalEEMod default construction equipment list.
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:31 PMPage 2 of 34
07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
2.0 Emissions Summary
Table Name Column Name Default Value New Value
tblConstDustMitigation WaterUnpavedRoadVehicleSpeed 0 15
tblConstructionPhase NumDays 200.00 125.00
tblConstructionPhase PhaseEndDate 5/30/2022 2/14/2022
tblConstructionPhase PhaseEndDate 6/13/2022 2/19/2022
tblConstructionPhase PhaseEndDate 6/27/2022 2/19/2022
tblConstructionPhase PhaseStartDate 5/31/2022 2/7/2022
tblConstructionPhase PhaseStartDate 6/14/2022 2/7/2022
tblGrading AcresOfGrading 0.00 0.33
tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 2.00
tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 2.00
tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00
tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 0.00
tblOffRoadEquipment OffRoadEquipmentUnitAmount 1.00 2.00
tblTripsAndVMT WorkerTripNumber 3.00 8.00
tblVehicleTrips DV_TP 51.00 65.00
tblVehicleTrips PB_TP 28.00 0.00
tblVehicleTrips PR_TP 21.00 35.00
tblVehicleTrips ST_TR 23.72 132.50
tblVehicleTrips SU_TR 11.88 132.50
tblVehicleTrips WD_TR 23.72 132.50
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:31 PMPage 3 of 34
07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
2.1 Overall Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2021 0.1399 1.1924 1.0036 1.9100e-
003
0.0280 0.0580 0.0860 9.7300e-
003
0.0549 0.0647 0.0000 163.2074 163.2074 0.0330 0.0000 164.0326
2022 0.0730 0.3285 0.3271 6.2000e-
004
5.7900e-
003
0.0152 0.0210 1.5600e-
003
0.0144 0.0160 0.0000 53.1353 53.1353 0.0106 0.0000 53.4008
Maximum 0.1399 1.1924 1.0036 1.9100e-
003
0.0280 0.0580 0.0860 9.7300e-
003
0.0549 0.0647 0.0000 163.2074 163.2074 0.0330 0.0000 164.0326
Unmitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Year tons/yr MT/yr
2021 0.1399 1.1924 1.0036 1.9100e-
003
0.0209 0.0580 0.0789 6.4800e-
003
0.0549 0.0614 0.0000 163.2072 163.2072 0.0330 0.0000 164.0324
2022 0.0730 0.3285 0.3271 6.2000e-
004
5.7900e-
003
0.0152 0.0210 1.5600e-
003
0.0144 0.0160 0.0000 53.1353 53.1353 0.0106 0.0000 53.4007
Maximum 0.1399 1.1924 1.0036 1.9100e-
003
0.0209 0.0580 0.0789 6.4800e-
003
0.0549 0.0614 0.0000 163.2072 163.2072 0.0330 0.0000 164.0324
Mitigated Construction
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
0.00 0.00 0.00 0.00 20.98 0.00 6.64 28.79 0.00 4.02 0.00 0.00 0.00 0.00 0.00 0.00
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:31 PMPage 4 of 34
07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 0.0261 0.0000 2.0000e-
004
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3.8000e-
004
3.8000e-
004
0.0000 0.0000 4.1000e-
004
Energy 9.5000e-
004
8.6600e-
003
7.2700e-
003
5.0000e-
005
6.6000e-
004
6.6000e-
004
6.6000e-
004
6.6000e-
004
0.0000 27.0050 27.0050 9.1000e-
004
3.2000e-
004
27.1239
Mobile 0.1776 1.4794 1.7625 7.7200e-
003
0.5551 5.2800e-
003
0.5604 0.1487 4.9500e-
003
0.1537 0.0000 717.1634 717.1634 0.0444 0.0000 718.2733
Waste 0.0000 0.0000 0.0000 0.0000 4.2182 0.0000 4.2182 0.2493 0.0000 10.4503
Water 0.0000 0.0000 0.0000 0.0000 0.1624 3.2338 3.3961 0.0168 4.2000e-
004
3.9420
Total 0.2047 1.4881 1.7700 7.7700e-
003
0.5551 5.9400e-
003
0.5611 0.1487 5.6100e-
003
0.1543 4.3805 747.4024 751.7830 0.3114 7.4000e-
004
759.7898
Unmitigated Operational
Quarter Start Date End Date Maximum Unmitigated ROG + NOX (tons/quarter)Maximum Mitigated ROG + NOX (tons/quarter)
1 7-19-2021 10-18-2021 0.6997 0.6997
2 10-19-2021 1-18-2022 0.7404 0.7404
3 1-19-2022 4-18-2022 0.2740 0.2740
Highest 0.7404 0.7404
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:31 PMPage 5 of 34
07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
2.2 Overall Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Area 0.0261 0.0000 2.0000e-
004
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3.8000e-
004
3.8000e-
004
0.0000 0.0000 4.1000e-
004
Energy 8.2000e-
004
7.4300e-
003
6.2400e-
003
4.0000e-
005
5.6000e-
004
5.6000e-
004
5.6000e-
004
5.6000e-
004
0.0000 24.5251 24.5251 8.3000e-
004
2.9000e-
004
24.6320
Mobile 0.1645 1.3438 1.4034 5.8900e-
003
0.3938 3.9900e-
003
0.3978 0.1055 3.7400e-
003
0.1093 0.0000 547.8523 547.8523 0.0399 0.0000 548.8490
Waste 0.0000 0.0000 0.0000 0.0000 1.0545 0.0000 1.0545 0.0623 0.0000 2.6126
Water 0.0000 0.0000 0.0000 0.0000 0.1624 3.2338 3.3961 0.0168 4.2000e-
004
3.9420
Total 0.1914 1.3513 1.4099 5.9300e-
003
0.3938 4.5500e-
003
0.3984 0.1055 4.3000e-
003
0.1098 1.2169 575.6116 576.8285 0.1198 7.1000e-
004
580.0359
Mitigated Operational
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio-CO2 Total CO2 CH4 N20 CO2e
Percent
Reduction
6.50 9.20 20.35 23.68 29.06 23.40 29.00 29.05 23.35 28.85 72.22 22.99 23.27 61.52 4.05 23.66
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:31 PMPage 6 of 34
07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
3.0 Construction Detail
2.3 Vegetation
CO2e
Category MT
New Trees 0.0000
Total 0.0000
Vegetation
Construction Phase
Phase
Number
Phase Name Phase Type Start Date End Date Num Days
Week
Num Days Phase Description
1 Demolition Demolition 7/19/2021 8/13/2021 5 20
2 Site Preparation Site Preparation 8/14/2021 8/17/2021 5 2
3 Grading Grading 8/18/2021 8/23/2021 5 4
4 Building Construction Building Construction 8/24/2021 2/14/2022 5 125
5 Paving Paving 2/7/2022 2/19/2022 5 10
6 Architectural Coating Architectural Coating 2/7/2022 2/19/2022 5 10
Acres of Grading (Site Preparation Phase): 0.33
Acres of Grading (Grading Phase): 1.5
Acres of Paving: 1.14
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:31 PMPage 7 of 34
07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
OffRoad Equipment
Phase Name Offroad Equipment Type Amount Usage Hours Horse Power Load Factor
Demolition Concrete/Industrial Saws 1 8.00 81 0.73
Demolition Rubber Tired Dozers 1 8.00 247 0.40
Demolition Tractors/Loaders/Backhoes 3 8.00 97 0.37
Site Preparation Graders 0 8.00 187 0.41
Site Preparation Rubber Tired Dozers 0 7.00 247 0.40
Site Preparation Tractors/Loaders/Backhoes 1 8.00 97 0.37
Grading Graders 1 6.00 187 0.41
Grading Rubber Tired Dozers 1 6.00 247 0.40
Grading Tractors/Loaders/Backhoes 1 7.00 97 0.37
Building Construction Cranes 2 6.00 231 0.29
Building Construction Forklifts 2 6.00 89 0.20
Building Construction Generator Sets 1 8.00 84 0.74
Building Construction Tractors/Loaders/Backhoes 2 6.00 97 0.37
Building Construction Welders 3 8.00 46 0.45
Paving Cement and Mortar Mixers 1 6.00 9 0.56
Paving Pavers 1 6.00 130 0.42
Paving Paving Equipment 1 8.00 132 0.36
Paving Rollers 1 7.00 80 0.38
Paving Tractors/Loaders/Backhoes 1 8.00 97 0.37
Architectural Coating Air Compressors 1 6.00 78 0.48
Trips and VMT
Residential Indoor: 0; Residential Outdoor: 0; Non-Residential Indoor: 8,154; Non-Residential Outdoor: 2,718; Striped Parking Area: 2,969
(Architectural Coating ±sqft)
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:31 PMPage 8 of 34
07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 1.6300e-
003
0.0000 1.6300e-
003
2.5000e-
004
0.0000 2.5000e-
004
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 0.0199 0.1970 0.1449 2.4000e-
004
0.0104 0.0104 9.7100e-
003
9.7100e-
003
0.0000 21.0713 21.0713 5.3900e-
003
0.0000 21.2060
Total 0.0199 0.1970 0.1449 2.4000e-
004
1.6300e-
003
0.0104 0.0120 2.5000e-
004
9.7100e-
003
9.9600e-
003
0.0000 21.0713 21.0713 5.3900e-
003
0.0000 21.2060
Unmitigated Construction On-Site
3.1 Mitigation Measures Construction
Water Exposed Area
Reduce Vehicle Speed on Unpaved Roads
Phase Name Offroad Equipment
Count
Worker Trip
Number
Vendor Trip
Number
Hauling Trip
Number
Worker Trip
Length
Vendor Trip
Length
Hauling Trip
Length
Worker Vehicle
Class
Vendor
Vehicle Class
Hauling
Vehicle Class
Demolition 5 13.00 0.00 15.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Site Preparation 1 8.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Grading 3 8.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Building Construction 10 23.00 9.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Paving 5 13.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
Architectural Coating 1 5.00 0.00 0.00 14.70 6.90 20.00 LD_Mix HDT_Mix HHDT
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:31 PMPage 9 of 34
07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 4.0000e-
005
1.6700e-
003
2.3000e-
004
1.0000e-
005
1.3000e-
004
0.0000 1.3000e-
004
4.0000e-
005
0.0000 4.0000e-
005
0.0000 0.5381 0.5381 3.0000e-
005
0.0000 0.5389
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 5.6000e-
004
3.8000e-
004
4.0900e-
003
1.0000e-
005
1.4300e-
003
1.0000e-
005
1.4400e-
003
3.8000e-
004
1.0000e-
005
3.9000e-
004
0.0000 1.1555 1.1555 3.0000e-
005
0.0000 1.1562
Total 6.0000e-
004
2.0500e-
003
4.3200e-
003
2.0000e-
005
1.5600e-
003
1.0000e-
005
1.5700e-
003
4.2000e-
004
1.0000e-
005
4.3000e-
004
0.0000 1.6936 1.6936 6.0000e-
005
0.0000 1.6951
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 6.3000e-
004
0.0000 6.3000e-
004
1.0000e-
004
0.0000 1.0000e-
004
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 0.0199 0.1970 0.1449 2.4000e-
004
0.0104 0.0104 9.7100e-
003
9.7100e-
003
0.0000 21.0713 21.0713 5.3900e-
003
0.0000 21.2060
Total 0.0199 0.1970 0.1449 2.4000e-
004
6.3000e-
004
0.0104 0.0110 1.0000e-
004
9.7100e-
003
9.8100e-
003
0.0000 21.0713 21.0713 5.3900e-
003
0.0000 21.2060
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:31 PMPage 10 of 34
07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
3.2 Demolition - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 4.0000e-
005
1.6700e-
003
2.3000e-
004
1.0000e-
005
1.3000e-
004
0.0000 1.3000e-
004
4.0000e-
005
0.0000 4.0000e-
005
0.0000 0.5381 0.5381 3.0000e-
005
0.0000 0.5389
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 5.6000e-
004
3.8000e-
004
4.0900e-
003
1.0000e-
005
1.4300e-
003
1.0000e-
005
1.4400e-
003
3.8000e-
004
1.0000e-
005
3.9000e-
004
0.0000 1.1555 1.1555 3.0000e-
005
0.0000 1.1562
Total 6.0000e-
004
2.0500e-
003
4.3200e-
003
2.0000e-
005
1.5600e-
003
1.0000e-
005
1.5700e-
003
4.2000e-
004
1.0000e-
005
4.3000e-
004
0.0000 1.6936 1.6936 6.0000e-
005
0.0000 1.6951
Mitigated Construction Off-Site
3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 1.7000e-
004
0.0000 1.7000e-
004
2.0000e-
005
0.0000 2.0000e-
005
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 1.9000e-
004
1.9000e-
003
2.2600e-
003
0.0000 1.1000e-
004
1.1000e-
004
1.0000e-
004
1.0000e-
004
0.0000 0.2730 0.2730 9.0000e-
005
0.0000 0.2752
Total 1.9000e-
004
1.9000e-
003
2.2600e-
003
0.0000 1.7000e-
004
1.1000e-
004
2.8000e-
004
2.0000e-
005
1.0000e-
004
1.2000e-
004
0.0000 0.2730 0.2730 9.0000e-
005
0.0000 0.2752
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:31 PMPage 11 of 34
07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 3.0000e-
005
2.0000e-
005
2.5000e-
004
0.0000 9.0000e-
005
0.0000 9.0000e-
005
2.0000e-
005
0.0000 2.0000e-
005
0.0000 0.0711 0.0711 0.0000 0.0000 0.0712
Total 3.0000e-
005
2.0000e-
005
2.5000e-
004
0.0000 9.0000e-
005
0.0000 9.0000e-
005
2.0000e-
005
0.0000 2.0000e-
005
0.0000 0.0711 0.0711 0.0000 0.0000 0.0712
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 7.0000e-
005
0.0000 7.0000e-
005
1.0000e-
005
0.0000 1.0000e-
005
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 1.9000e-
004
1.9000e-
003
2.2600e-
003
0.0000 1.1000e-
004
1.1000e-
004
1.0000e-
004
1.0000e-
004
0.0000 0.2730 0.2730 9.0000e-
005
0.0000 0.2752
Total 1.9000e-
004
1.9000e-
003
2.2600e-
003
0.0000 7.0000e-
005
1.1000e-
004
1.8000e-
004
1.0000e-
005
1.0000e-
004
1.1000e-
004
0.0000 0.2730 0.2730 9.0000e-
005
0.0000 0.2752
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:31 PMPage 12 of 34
07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
3.3 Site Preparation - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 3.0000e-
005
2.0000e-
005
2.5000e-
004
0.0000 9.0000e-
005
0.0000 9.0000e-
005
2.0000e-
005
0.0000 2.0000e-
005
0.0000 0.0711 0.0711 0.0000 0.0000 0.0712
Total 3.0000e-
005
2.0000e-
005
2.5000e-
004
0.0000 9.0000e-
005
0.0000 9.0000e-
005
2.0000e-
005
0.0000 2.0000e-
005
0.0000 0.0711 0.0711 0.0000 0.0000 0.0712
Mitigated Construction Off-Site
3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 9.8300e-
003
0.0000 9.8300e-
003
5.0500e-
003
0.0000 5.0500e-
003
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 2.5800e-
003
0.0287 0.0127 3.0000e-
005
1.2800e-
003
1.2800e-
003
1.1700e-
003
1.1700e-
003
0.0000 2.4767 2.4767 8.0000e-
004
0.0000 2.4968
Total 2.5800e-
003
0.0287 0.0127 3.0000e-
005
9.8300e-
003
1.2800e-
003
0.0111 5.0500e-
003
1.1700e-
003
6.2200e-
003
0.0000 2.4767 2.4767 8.0000e-
004
0.0000 2.4968
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:31 PMPage 13 of 34
07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 7.0000e-
005
5.0000e-
005
5.0000e-
004
0.0000 1.8000e-
004
0.0000 1.8000e-
004
5.0000e-
005
0.0000 5.0000e-
005
0.0000 0.1422 0.1422 0.0000 0.0000 0.1423
Total 7.0000e-
005
5.0000e-
005
5.0000e-
004
0.0000 1.8000e-
004
0.0000 1.8000e-
004
5.0000e-
005
0.0000 5.0000e-
005
0.0000 0.1422 0.1422 0.0000 0.0000 0.1423
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Fugitive Dust 3.8300e-
003
0.0000 3.8300e-
003
1.9700e-
003
0.0000 1.9700e-
003
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 2.5800e-
003
0.0287 0.0127 3.0000e-
005
1.2800e-
003
1.2800e-
003
1.1700e-
003
1.1700e-
003
0.0000 2.4767 2.4767 8.0000e-
004
0.0000 2.4968
Total 2.5800e-
003
0.0287 0.0127 3.0000e-
005
3.8300e-
003
1.2800e-
003
5.1100e-
003
1.9700e-
003
1.1700e-
003
3.1400e-
003
0.0000 2.4767 2.4767 8.0000e-
004
0.0000 2.4968
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:31 PMPage 14 of 34
07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
3.4 Grading - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 7.0000e-
005
5.0000e-
005
5.0000e-
004
0.0000 1.8000e-
004
0.0000 1.8000e-
004
5.0000e-
005
0.0000 5.0000e-
005
0.0000 0.1422 0.1422 0.0000 0.0000 0.1423
Total 7.0000e-
005
5.0000e-
005
5.0000e-
004
0.0000 1.8000e-
004
0.0000 1.8000e-
004
5.0000e-
005
0.0000 5.0000e-
005
0.0000 0.1422 0.1422 0.0000 0.0000 0.1423
Mitigated Construction Off-Site
3.5 Building Construction - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.1109 0.9202 0.7970 1.4000e-
003
0.0460 0.0460 0.0438 0.0438 0.0000 117.5509 117.5509 0.0257 0.0000 118.1923
Total 0.1109 0.9202 0.7970 1.4000e-
003
0.0460 0.0460 0.0438 0.0438 0.0000 117.5509 117.5509 0.0257 0.0000 118.1923
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:31 PMPage 15 of 34
07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
3.5 Building Construction - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 1.0100e-
003
0.0394 7.5900e-
003
1.1000e-
004
2.6700e-
003
8.0000e-
005
2.7500e-
003
7.7000e-
004
7.0000e-
005
8.4000e-
004
0.0000 10.3201 10.3201 7.9000e-
004
0.0000 10.3398
Worker 4.6300e-
003
3.1200e-
003
0.0340 1.1000e-
004
0.0119 7.0000e-
005
0.0120 3.1600e-
003
7.0000e-
005
3.2200e-
003
0.0000 9.6084 9.6084 2.2000e-
004
0.0000 9.6140
Total 5.6400e-
003
0.0426 0.0416 2.2000e-
004
0.0146 1.5000e-
004
0.0147 3.9300e-
003
1.4000e-
004
4.0600e-
003
0.0000 19.9285 19.9285 1.0100e-
003
0.0000 19.9538
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.1109 0.9202 0.7970 1.4000e-
003
0.0460 0.0460 0.0438 0.0438 0.0000 117.5508 117.5508 0.0257 0.0000 118.1921
Total 0.1109 0.9202 0.7970 1.4000e-
003
0.0460 0.0460 0.0438 0.0438 0.0000 117.5508 117.5508 0.0257 0.0000 118.1921
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:31 PMPage 16 of 34
07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
3.5 Building Construction - 2021
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 1.0100e-
003
0.0394 7.5900e-
003
1.1000e-
004
2.6700e-
003
8.0000e-
005
2.7500e-
003
7.7000e-
004
7.0000e-
005
8.4000e-
004
0.0000 10.3201 10.3201 7.9000e-
004
0.0000 10.3398
Worker 4.6300e-
003
3.1200e-
003
0.0340 1.1000e-
004
0.0119 7.0000e-
005
0.0120 3.1600e-
003
7.0000e-
005
3.2200e-
003
0.0000 9.6084 9.6084 2.2000e-
004
0.0000 9.6140
Total 5.6400e-
003
0.0426 0.0416 2.2000e-
004
0.0146 1.5000e-
004
0.0147 3.9300e-
003
1.4000e-
004
4.0600e-
003
0.0000 19.9285 19.9285 1.0100e-
003
0.0000 19.9538
Mitigated Construction Off-Site
3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0331 0.2742 0.2587 4.6000e-
004
0.0130 0.0130 0.0124 0.0124 0.0000 38.7759 38.7759 8.3400e-
003
0.0000 38.9844
Total 0.0331 0.2742 0.2587 4.6000e-
004
0.0130 0.0130 0.0124 0.0124 0.0000 38.7759 38.7759 8.3400e-
003
0.0000 38.9844
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:31 PMPage 17 of 34
07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 3.1000e-
004
0.0123 2.3300e-
003
4.0000e-
005
8.8000e-
004
2.0000e-
005
9.0000e-
004
2.5000e-
004
2.0000e-
005
2.7000e-
004
0.0000 3.3742 3.3742 2.5000e-
004
0.0000 3.3803
Worker 1.4300e-
003
9.3000e-
004
0.0103 3.0000e-
005
3.9200e-
003
2.0000e-
005
3.9400e-
003
1.0400e-
003
2.0000e-
005
1.0600e-
003
0.0000 3.0531 3.0531 7.0000e-
005
0.0000 3.0548
Total 1.7400e-
003
0.0132 0.0127 7.0000e-
005
4.8000e-
003
4.0000e-
005
4.8400e-
003
1.2900e-
003
4.0000e-
005
1.3300e-
003
0.0000 6.4273 6.4273 3.2000e-
004
0.0000 6.4351
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 0.0331 0.2742 0.2587 4.6000e-
004
0.0130 0.0130 0.0124 0.0124 0.0000 38.7758 38.7758 8.3400e-
003
0.0000 38.9843
Total 0.0331 0.2742 0.2587 4.6000e-
004
0.0130 0.0130 0.0124 0.0124 0.0000 38.7758 38.7758 8.3400e-
003
0.0000 38.9843
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:31 PMPage 18 of 34
07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
3.5 Building Construction - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 3.1000e-
004
0.0123 2.3300e-
003
4.0000e-
005
8.8000e-
004
2.0000e-
005
9.0000e-
004
2.5000e-
004
2.0000e-
005
2.7000e-
004
0.0000 3.3742 3.3742 2.5000e-
004
0.0000 3.3803
Worker 1.4300e-
003
9.3000e-
004
0.0103 3.0000e-
005
3.9200e-
003
2.0000e-
005
3.9400e-
003
1.0400e-
003
2.0000e-
005
1.0600e-
003
0.0000 3.0531 3.0531 7.0000e-
005
0.0000 3.0548
Total 1.7400e-
003
0.0132 0.0127 7.0000e-
005
4.8000e-
003
4.0000e-
005
4.8400e-
003
1.2900e-
003
4.0000e-
005
1.3300e-
003
0.0000 6.4273 6.4273 3.2000e-
004
0.0000 6.4351
Mitigated Construction Off-Site
3.6 Paving - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 3.4400e-
003
0.0339 0.0440 7.0000e-
005
1.7400e-
003
1.7400e-
003
1.6000e-
003
1.6000e-
003
0.0000 5.8848 5.8848 1.8700e-
003
0.0000 5.9315
Paving 1.2200e-
003
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 4.6600e-
003
0.0339 0.0440 7.0000e-
005
1.7400e-
003
1.7400e-
003
1.6000e-
003
1.6000e-
003
0.0000 5.8848 5.8848 1.8700e-
003
0.0000 5.9315
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:31 PMPage 19 of 34
07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
3.6 Paving - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 2.6000e-
004
1.7000e-
004
1.8800e-
003
1.0000e-
005
7.1000e-
004
0.0000 7.2000e-
004
1.9000e-
004
0.0000 1.9000e-
004
0.0000 0.5567 0.5567 1.0000e-
005
0.0000 0.5570
Total 2.6000e-
004
1.7000e-
004
1.8800e-
003
1.0000e-
005
7.1000e-
004
0.0000 7.2000e-
004
1.9000e-
004
0.0000 1.9000e-
004
0.0000 0.5567 0.5567 1.0000e-
005
0.0000 0.5570
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Off-Road 3.4400e-
003
0.0339 0.0440 7.0000e-
005
1.7400e-
003
1.7400e-
003
1.6000e-
003
1.6000e-
003
0.0000 5.8848 5.8848 1.8700e-
003
0.0000 5.9314
Paving 1.2200e-
003
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 4.6600e-
003
0.0339 0.0440 7.0000e-
005
1.7400e-
003
1.7400e-
003
1.6000e-
003
1.6000e-
003
0.0000 5.8848 5.8848 1.8700e-
003
0.0000 5.9314
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:31 PMPage 20 of 34
07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
3.6 Paving - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 2.6000e-
004
1.7000e-
004
1.8800e-
003
1.0000e-
005
7.1000e-
004
0.0000 7.2000e-
004
1.9000e-
004
0.0000 1.9000e-
004
0.0000 0.5567 0.5567 1.0000e-
005
0.0000 0.5570
Total 2.6000e-
004
1.7000e-
004
1.8800e-
003
1.0000e-
005
7.1000e-
004
0.0000 7.2000e-
004
1.9000e-
004
0.0000 1.9000e-
004
0.0000 0.5567 0.5567 1.0000e-
005
0.0000 0.5570
Mitigated Construction Off-Site
3.7 Architectural Coating - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Archit. Coating 0.0321 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 1.0200e-
003
7.0400e-
003
9.0700e-
003
1.0000e-
005
4.1000e-
004
4.1000e-
004
4.1000e-
004
4.1000e-
004
0.0000 1.2766 1.2766 8.0000e-
005
0.0000 1.2787
Total 0.0331 7.0400e-
003
9.0700e-
003
1.0000e-
005
4.1000e-
004
4.1000e-
004
4.1000e-
004
4.1000e-
004
0.0000 1.2766 1.2766 8.0000e-
005
0.0000 1.2787
Unmitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:31 PMPage 21 of 34
07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
3.7 Architectural Coating - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 1.0000e-
004
6.0000e-
005
7.2000e-
004
0.0000 2.7000e-
004
0.0000 2.8000e-
004
7.0000e-
005
0.0000 7.0000e-
005
0.0000 0.2141 0.2141 0.0000 0.0000 0.2142
Total 1.0000e-
004
6.0000e-
005
7.2000e-
004
0.0000 2.7000e-
004
0.0000 2.8000e-
004
7.0000e-
005
0.0000 7.0000e-
005
0.0000 0.2141 0.2141 0.0000 0.0000 0.2142
Unmitigated Construction Off-Site
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Archit. Coating 0.0321 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Off-Road 1.0200e-
003
7.0400e-
003
9.0700e-
003
1.0000e-
005
4.1000e-
004
4.1000e-
004
4.1000e-
004
4.1000e-
004
0.0000 1.2766 1.2766 8.0000e-
005
0.0000 1.2787
Total 0.0331 7.0400e-
003
9.0700e-
003
1.0000e-
005
4.1000e-
004
4.1000e-
004
4.1000e-
004
4.1000e-
004
0.0000 1.2766 1.2766 8.0000e-
005
0.0000 1.2787
Mitigated Construction On-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:31 PMPage 22 of 34
07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
4.0 Operational Detail - Mobile
4.1 Mitigation Measures Mobile
Improve Destination Accessibility
Increase Transit Accessibility
3.7 Architectural Coating - 2022
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Hauling 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Vendor 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Worker 1.0000e-
004
6.0000e-
005
7.2000e-
004
0.0000 2.7000e-
004
0.0000 2.8000e-
004
7.0000e-
005
0.0000 7.0000e-
005
0.0000 0.2141 0.2141 0.0000 0.0000 0.2142
Total 1.0000e-
004
6.0000e-
005
7.2000e-
004
0.0000 2.7000e-
004
0.0000 2.8000e-
004
7.0000e-
005
0.0000 7.0000e-
005
0.0000 0.2141 0.2141 0.0000 0.0000 0.2142
Mitigated Construction Off-Site
CalEEMod Version: CalEEMod.2016.3.2 Date: 2/12/2021 2:31 PMPage 23 of 34
07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 0.1645 1.3438 1.4034 5.8900e-
003
0.3938 3.9900e-
003
0.3978 0.1055 3.7400e-
003
0.1093 0.0000 547.8523 547.8523 0.0399 0.0000 548.8490
Unmitigated 0.1776 1.4794 1.7625 7.7200e-
003
0.5551 5.2800e-
003
0.5604 0.1487 4.9500e-
003
0.1537 0.0000 717.1634 717.1634 0.0444 0.0000 718.2733
4.2 Trip Summary Information
4.3 Trip Type Information
Average Daily Trip Rate Unmitigated Mitigated
Land Use Weekday Saturday Sunday Annual VMT Annual VMT
Automobile Care Center 720.27 720.27 720.27 1,453,978 1,031,482
Other Asphalt Surfaces 0.00 0.00 0.00
Other Non-Asphalt Surfaces 0.00 0.00 0.00
Total 720.27 720.27 720.27 1,453,978 1,031,482
Miles Trip %Trip Purpose %
Land Use H-W or C-W H-S or C-C H-O or C-NW H-W or C-W H-S or C-C H-O or C-NW Primary Diverted Pass-by
Automobile Care Center 16.60 8.40 6.90 33.00 48.00 19.00 35 65 0
Other Asphalt Surfaces 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
Other Non-Asphalt Surfaces 16.60 8.40 6.90 0.00 0.00 0.00 0 0 0
4.4 Fleet Mix
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07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
5.0 Energy Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Electricity
Mitigated
0.0000 0.0000 0.0000 0.0000 0.0000 16.4369 16.4369 6.8000e-
004
1.4000e-
004
16.4957
Electricity
Unmitigated
0.0000 0.0000 0.0000 0.0000 0.0000 17.5801 17.5801 7.3000e-
004
1.5000e-
004
17.6430
NaturalGas
Mitigated
8.2000e-
004
7.4300e-
003
6.2400e-
003
4.0000e-
005
5.6000e-
004
5.6000e-
004
5.6000e-
004
5.6000e-
004
0.0000 8.0882 8.0882 1.6000e-
004
1.5000e-
004
8.1362
NaturalGas
Unmitigated
9.5000e-
004
8.6600e-
003
7.2700e-
003
5.0000e-
005
6.6000e-
004
6.6000e-
004
6.6000e-
004
6.6000e-
004
0.0000 9.4249 9.4249 1.8000e-
004
1.7000e-
004
9.4809
5.1 Mitigation Measures Energy
Exceed Title 24
Land Use LDA LDT1 LDT2 MDV LHD1 LHD2 MHD HHD OBUS UBUS MCY SBUS MH
Automobile Care Center 0.545527 0.036856 0.186032 0.115338 0.015222 0.004970 0.017525 0.069528 0.001397 0.001160 0.004547 0.000932 0.000965
Other Asphalt Surfaces 0.545527 0.036856 0.186032 0.115338 0.015222 0.004970 0.017525 0.069528 0.001397 0.001160 0.004547 0.000932 0.000965
Other Non-Asphalt Surfaces 0.545527 0.036856 0.186032 0.115338 0.015222 0.004970 0.017525 0.069528 0.001397 0.001160 0.004547 0.000932 0.000965
Historical Energy Use: N
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07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
5.2 Energy by Land Use - NaturalGas
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Automobile Care
Center
176616 9.5000e-
004
8.6600e-
003
7.2700e-
003
5.0000e-
005
6.6000e-
004
6.6000e-
004
6.6000e-
004
6.6000e-
004
0.0000 9.4249 9.4249 1.8000e-
004
1.7000e-
004
9.4809
Other Asphalt
Surfaces
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Other Non-
Asphalt Surfaces
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 9.5000e-
004
8.6600e-
003
7.2700e-
003
5.0000e-
005
6.6000e-
004
6.6000e-
004
6.6000e-
004
6.6000e-
004
0.0000 9.4249 9.4249 1.8000e-
004
1.7000e-
004
9.4809
Unmitigated
NaturalGa
s Use
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Land Use kBTU/yr tons/yr MT/yr
Automobile Care
Center
151567 8.2000e-
004
7.4300e-
003
6.2400e-
003
4.0000e-
005
5.6000e-
004
5.6000e-
004
5.6000e-
004
5.6000e-
004
0.0000 8.0882 8.0882 1.6000e-
004
1.5000e-
004
8.1362
Other Asphalt
Surfaces
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Other Non-
Asphalt Surfaces
0 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Total 8.2000e-
004
7.4300e-
003
6.2400e-
003
4.0000e-
005
5.6000e-
004
5.6000e-
004
5.6000e-
004
5.6000e-
004
0.0000 8.0882 8.0882 1.6000e-
004
1.5000e-
004
8.1362
Mitigated
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07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
6.0 Area Detail
5.3 Energy by Land Use - Electricity
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
Automobile Care
Center
55175.4 17.5801 7.3000e-
004
1.5000e-
004
17.6430
Other Asphalt
Surfaces
0 0.0000 0.0000 0.0000 0.0000
Other Non-
Asphalt Surfaces
0 0.0000 0.0000 0.0000 0.0000
Total 17.5801 7.3000e-
004
1.5000e-
004
17.6430
Unmitigated
Electricity
Use
Total CO2 CH4 N2O CO2e
Land Use kWh/yr MT/yr
Automobile Care
Center
51587.6 16.4369 6.8000e-
004
1.4000e-
004
16.4957
Other Asphalt
Surfaces
0 0.0000 0.0000 0.0000 0.0000
Other Non-
Asphalt Surfaces
0 0.0000 0.0000 0.0000 0.0000
Total 16.4369 6.8000e-
004
1.4000e-
004
16.4957
Mitigated
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07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
6.1 Mitigation Measures Area
6.0 Area Detail
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
Category tons/yr MT/yr
Mitigated 0.0261 0.0000 2.0000e-
004
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3.8000e-
004
3.8000e-
004
0.0000 0.0000 4.1000e-
004
Unmitigated 0.0261 0.0000 2.0000e-
004
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3.8000e-
004
3.8000e-
004
0.0000 0.0000 4.1000e-
004
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating
3.2100e-
003
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
0.0228 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 2.0000e-
005
0.0000 2.0000e-
004
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3.8000e-
004
3.8000e-
004
0.0000 0.0000 4.1000e-
004
Total 0.0261 0.0000 2.0000e-
004
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3.8000e-
004
3.8000e-
004
0.0000 0.0000 4.1000e-
004
Unmitigated
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07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
7.1 Mitigation Measures Water
7.0 Water Detail
6.2 Area by SubCategory
ROG NOx CO SO2 Fugitive
PM10
Exhaust
PM10
PM10
Total
Fugitive
PM2.5
Exhaust
PM2.5
PM2.5
Total
Bio- CO2 NBio- CO2 Total CO2 CH4 N2O CO2e
SubCategory tons/yr MT/yr
Architectural
Coating
3.2100e-
003
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Consumer
Products
0.0228 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 0.0000
Landscaping 2.0000e-
005
0.0000 2.0000e-
004
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3.8000e-
004
3.8000e-
004
0.0000 0.0000 4.1000e-
004
Total 0.0261 0.0000 2.0000e-
004
0.0000 0.0000 0.0000 0.0000 0.0000 0.0000 3.8000e-
004
3.8000e-
004
0.0000 0.0000 4.1000e-
004
Mitigated
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07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
Total CO2 CH4 N2O CO2e
Category MT/yr
Mitigated 3.3961 0.0168 4.2000e-
004
3.9420
Unmitigated 3.3961 0.0168 4.2000e-
004
3.9420
7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
Automobile Care
Center
0.511801 /
0.313685
3.3961 0.0168 4.2000e-
004
3.9420
Other Asphalt
Surfaces
0 / 0 0.0000 0.0000 0.0000 0.0000
Other Non-
Asphalt Surfaces
0 / 0 0.0000 0.0000 0.0000 0.0000
Total 3.3961 0.0168 4.2000e-
004
3.9420
Unmitigated
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07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
8.1 Mitigation Measures Waste
Institute Recycling and Composting Services
7.2 Water by Land Use
Indoor/Out
door Use
Total CO2 CH4 N2O CO2e
Land Use Mgal MT/yr
Automobile Care
Center
0.511801 /
0.313685
3.3961 0.0168 4.2000e-
004
3.9420
Other Asphalt
Surfaces
0 / 0 0.0000 0.0000 0.0000 0.0000
Other Non-
Asphalt Surfaces
0 / 0 0.0000 0.0000 0.0000 0.0000
Total 3.3961 0.0168 4.2000e-
004
3.9420
Mitigated
8.0 Waste Detail
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07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
Total CO2 CH4 N2O CO2e
MT/yr
Mitigated 1.0545 0.0623 0.0000 2.6126
Unmitigated 4.2182 0.2493 0.0000 10.4503
Category/Year
8.2 Waste by Land Use
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
Automobile Care
Center
20.78 4.2182 0.2493 0.0000 10.4503
Other Asphalt
Surfaces
0 0.0000 0.0000 0.0000 0.0000
Other Non-
Asphalt Surfaces
0 0.0000 0.0000 0.0000 0.0000
Total 4.2182 0.2493 0.0000 10.4503
Unmitigated
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07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
8.2 Waste by Land Use
Waste
Disposed
Total CO2 CH4 N2O CO2e
Land Use tons MT/yr
Automobile Care
Center
5.195 1.0545 0.0623 0.0000 2.6126
Other Asphalt
Surfaces
0 0.0000 0.0000 0.0000 0.0000
Other Non-
Asphalt Surfaces
0 0.0000 0.0000 0.0000 0.0000
Total 1.0545 0.0623 0.0000 2.6126
Mitigated
9.0 Operational Offroad
Equipment Type Number Hours/Day Days/Year Horse Power Load Factor Fuel Type
10.0 Stationary Equipment
Fire Pumps and Emergency Generators
Equipment Type Number Hours/Day Hours/Year Horse Power Load Factor Fuel Type
Boilers
Equipment Type Number Heat Input/Day Heat Input/Year Boiler Rating Fuel Type
User Defined Equipment
Equipment Type Number
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07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
11.0 Vegetation
Total CO2 CH4 N2O CO2e
Category MT
Unmitigated 0.0000 0.0000 0.0000 0.0000
11.2 Net New Trees
Number of
Trees
Total CO2 CH4 N2O CO2e
MT
Miscellaneous 0 0.0000 0.0000 0.0000 0.0000
Total 0.0000 0.0000 0.0000 0.0000
Species Class
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07402002 Sunny Express Car Wash - Riverside-South Coast County, Annual
Sunny Express Car Wash
Noise Impact Study
City of Lake Elsinore, CA
Prepared for:
Synarc Studio
Justin Barth
17200 Red Hill Avenue
Irvine, CA 92614
Prepared by:
MD Acoustics, LLC
Mike Dickerson, INCE
Robert Pearson
1197 Los Angeles Avenue, Ste 256
Simi Valley, CA 93065
Date: 2/15/2021
Sunny Express Car Wash
Noise Impact Study
City of Lake Elsinore, CA Table of Contents
MD Acoustics, LLC ii
JN: 07402001_Report.docx
TABLE OF CONTENTS
1.0 Introduction .................................................................................................................................. 1
1.1 Purpose of Analysis and Study Objectives 1
1.2 Site Location and Study Area 1
1.3 Proposed Project Description 1
2.0 Fundamentals of Noise ................................................................................................................. 4
2.1 Sound, Noise and Acoustics 4
2.2 Frequency and Hertz 4
2.3 Sound Pressure Levels and Decibels 4
2.4 Addition of Decibels 4
2.5 Human Response to Changes in Noise Levels 5
2.6 Noise Descriptors 5
2.7 Traffic Noise Prediction 6
2.8 Sound Propagation 6
3.0 Ground-Borne Vibration Fundamentals ........................................................................................ 8
3.1 Vibration Descriptors 8
3.2 Vibration Perception 8
3.3 Vibration Propagation 8
4.0 Regulatory Setting ......................................................................................................................... 9
4.1 Federal Regulations 9
4.2 State Regulations 9
4.3 City of Lake Elsinore Noise Regulations 10
5.0 Study Method and Procedure ..................................................................................................... 15
5.1 Noise Measurement Procedure and Criteria 15
5.2 Noise Measurement Locations 15
5.3 Stationary Noise Modeling 15
5.5 FHWA Roadway Construction Noise Model 16
6.0 Existing Noise Environment ......................................................................................................... 18
6.1 Long-Term Noise Measurement Results 18
7.0 Future Noise Environment Impacts and Mitigation .................................................................... 20
7.1 Future Exterior Noise 20
7.1.1 Noise Impacts to Off-Site Receptors Due to Stationary Sources 20
7.1.2 Noise Impacts to On/Off-Site Receptors Due to Project Generated
Traffic 21
7.2 Mitigation Measures 22
8.0 Construction Noise Impact .......................................................................................................... 24
8.1 Construction Noise 24
8.2 Construction Vibration 25
8.3 Construction Noise Reduction Measures 26
Sunny Express Car Wash
Noise Impact Study
City of Lake Elsinore, CA Table of Contents
MD Acoustics, LLC iii
JN: 07402001_Report.docx
9.0 References .................................................................................................................................. 27
LIST OF APPENDICES
Appendix A: Photographs and Field Measurement Data ...................................................................... 1
Appendix B: Manufacturers Cut Sheet ................................................................................................. 2
Appendix C: SoundPlan Input/Output .................................................................................................. 3
Appendix D: TJW Engineering Traffic Report ........................................................................................ 4
Appendix E: Construction Noise Modeling Output ............................................................................... 5
LIST OF EXHIBITS
Exhibit A: Location Map .................................................................................................................... 2
Exhibit B: Site Plan ............................................................................................................................ 3
Exhibit C: Typical A-Weighted Noise Levels ...................................................................................... 4
Exhibit D: Land Use Compatibility Guidelines ................................................................................. 10
Exhibit E: Measurement Locations ................................................................................................. 17
Exhibit F: Operational Noise Levels Leq(h) ..................................................................................... 23
LIST OF TABLES
Table 1: Allowable Exterior Noise Level1 ................................................................................................. 11
Table 2: Long-Term Noise Measurement Data1 ...................................................................................... 18
Table 3: Worst-case Predicted Noise Level (dBA, Leq) ............................................................................ 21
Table 4: Change in Noise Level Characteristics1 ...................................................................................... 21
Table 5: Typical Construction Equipment Noise Levels1 .......................................................................... 24
Table 6: Guideline Vibration Damage Potential Threshold Criteria ......................................................... 25
Table 7: Vibration Source Levels for Construction Equipment ................................................................ 26
Sunny Express Car Wash
Noise Impact Study
City of Lake Elsinore, CA Introduction
1
1.0 Introduction
1.1 Purpose of Analysis and Study Objectives
This purpose of this noise impact study is to evaluate the potential noise impacts for the project study
area and compare results to City and CEQA thresholds. The assessment was conducted and compared
to the noise standards set forth by the Federal, State and Local agencies. Consistent with the California
Environmental Quality Act (CEQA) and CEQA Guidelines, a significant impact related to noise would
occur if a proposed project is determined to result in:
• Exposure of persons to or generation of noise levels in excess of standards established in the
local General Plan or noise ordinance, or applicable agencies.
• Exposure of persons to or generation of excessive ground-borne vibration or ground-borne
noise levels.
• A substantial permanent increase in ambient noise levels in the project vicinity above levels
existing without the project.
• A substantial temporary or periodic increase in ambient noise levels in the project vicinity
above levels existing without the project.
The following is provided in this report:
• A description of the study area and the proposed project
• Information regarding the fundamentals of noise
• A description of the local noise guidelines and standards
• An evaluation of the existing ambient noise environment
• An analysis of stationary noise impacts from the project site to adjacent land uses
• Construction noise and vibration evaluation
1.2 Site Location and Study Area
The project site is located at 31401 Riverside Drive in the City of Lake Elsinore, California, as shown in
Exhibit A. Per the City of Lake Elsinore Lake View District Land Use Plan the site has a current land use
classification of General Commercial. The proposed land use is commercial. Land uses surrounding the
site include commercial uses and vacant land to the north, vacant land to the south, Riverside Drive to
the east, and multi-family residential uses to the west (adjacent to the future development portion of
the project site).
1.3 Proposed Project Description
The Project proposes to develop approximately 1.26-acres of an approximately 2.45-acre project site
(remainder of site for future development) with a 5,436 square foot express car wash with 27 vacuum
stations.
Sunny Express Car Wash
Noise Impact Study
City of Lake Elsinore, CA
Exhibit A
Location Map
2
SITE
Introduction
Exhibit B
Site Plan
3
Sunny Express Car Wash
Noise Impact Study
City of Lake Elsinore, CA Introduction
Sunny Express Car Wash
Noise Impact Study
City of Lake Elsinore, CA Fundamentals of Noise
4
2.0 Fundamentals of Noise
This section of the report provides basic information about noise and presents some of the terms used
in the report.
2.1 Sound, Noise and Acoustics
Sound is a disturbance created by a moving or vibrating source and is capable of being detected by the
hearing organs. Sound may be thought of as mechanical energy of a moving object transmitted by
pressure waves through a medium to a human ear. For traffic or stationary noise, the medium of
concern is air. Noise is defined as sound that is loud, unpleasant, unexpected, or unwanted.
2.2 Frequency and Hertz
A continuous sound is described by its frequency
(pitch) and its amplitude (loudness). Frequency
relates to the number of pressure oscillations per
second. Low-frequency sounds are low in pitch
(bass sounding) and high-frequency sounds are high
in pitch (squeak). These oscillations per second
(cycles) are commonly referred to as Hertz (Hz). The
human ear can hear from the bass pitch starting out
at 20 Hz all the way to the high pitch of 20,000 Hz.
2.3 Sound Pressure Levels and Decibels
The amplitude of a sound determines its loudness.
The loudness of sound increases or decreases as
the amplitude increases or decreases. Sound
pressure amplitude is measured in units of micro-
Newton per square inch meter (µN/m2), also called
micro-Pascal (µPa). One µPa is approximately one
hundred billionths (0.00000000001) of normal
atmospheric pressure. Sound pressure level (SPL or
Lp) is used to describe in logarithmic units the ratio
of actual sound pressures to a reference pressure
squared. These units are called decibels,
abbreviated dB. Exhibit C illustrates references sound levels for different noise sources.
2.4 Addition of Decibels
Because decibels are on a logarithmic scale, sound pressure levels cannot be added or subtracted by
simple plus or minus addition. When two sounds or equal SPL are combined, they will produce an SPL 3
dB greater than the original single SPL. In other words, sound energy must be doubled to produce a 3
dB increase. If two sounds differ by approximately 10 dB, the higher sound level is the pred ominant
sound.
Exhibit C: Typical A-Weighted Noise Levels
Sunny Express Car Wash
Noise Impact Study
City of Lake Elsinore, CA Fundamentals of Noise
5
2.5 Human Response to Changes in Noise Levels
In general, the healthy human ear is most sensitive to sounds between 1,000 Hz and 5,000 Hz, and it
perceives a sound within that range as being more intense than a sound with a higher or lower
frequency with the same magnitude. For purposes of this report as well as with most environmental
documents, the A-scale weighting is typically reported in terms of A-weighted decibel (dBA), a scale
designed to account for the frequency-dependent sensitivity of the ear. Typically, the human ear can
barely perceive a change in noise level of 3 dB. A change in 5 dB is readily perceptible, and a change in
10 dB is perceived as being twice or half as loud. As previously discussed, a doubling of sound energy
results in a 3 dB increase in sound, which means that a doubling of sound energy (e.g. doubling the
volume of traffic on a highway) would result in a barely perceptible change in sound level.
2.6 Noise Descriptors
Noise in our daily environment fluctuates over time. Some noise levels occur in regular patterns, others
are random. Some noise levels are constant while others are sporadic. Noise descriptors were created
to describe the different time-varying noise levels.
A-Weighted Sound Level: The sound pressure level in decibels as measured on a sound level meter using
the A-weighted filter network. The A-weighting filter de-emphasizes the very low and very high-
frequency components of the sound in a manner similar to the response of the human ear. A numerical
method of rating human judgment of loudness.
Ambient Noise Level: The composite of noise from all sources, near and far. In this context, the ambient
noise level constitutes the normal or existing level of environmental noise at a given location.
Community Noise Equivalent Level (CNEL): The average equivalent A-weighted sound level during a 24-
hour day, obtained after addition of five (5) decibels to sound levels in the evening from 7:00 to 10:00
PM and after addition of ten (10) decibels to sound levels in the night before 7:00 AM and after 10:00
PM.
Decibel (dB): A unit for measuring the amplitude of a sound, equal to 20 times the logarithm to the base
10 of the ratio of the pressure of the sound measured to the reference pressure, which is 20 micro-
pascals.
dB(A): A-weighted sound level (see definition above).
Equivalent Sound Level (LEQ): The sound level corresponding to a steady noise level over a given sample
period with the same amount of acoustic energy as the actual time-varying noise level. The energy
average noise level during the sample period.
Habitable Room: Any room meeting the requirements of the Uniform Building Code, or other applicable
regulations, which is intended to be used for sleeping, living, cooking or dining purposes, excluding such
enclosed spaces as closets, pantries, bath or toilet rooms, service rooms, connecting corridors, laundries,
unfinished attics, foyers, storage spaces, cellars, utility rooms and similar spaces.
L(n): The A-weighted sound level exceeded during a certain percentage of the sample time. For example,
L10 in the sound level exceeded 10 percent of the sample time. Similarly L50, L90, and L99, etc.
Sunny Express Car Wash
Noise Impact Study
City of Lake Elsinore, CA Fundamentals of Noise
6
Noise: Any unwanted sound or sound which is undesirable because it interferes with speech and hearing,
or is intense enough to damage hearing, or is otherwise annoying. The State Noise Control Act defines
noise as "...excessive undesirable sound...".
Outdoor Living Area: Outdoor spaces that are associated with residential land uses typically used for
passive recreational activities or other noise-sensitive uses. Such spaces include patio areas, barbecue
areas, jacuzzi areas, etc. associated with residential uses; outdoor patient recovery or resting areas
associated with hospitals, convalescent hospitals, or rest homes; outdoor areas associated with places of
worship which have a significant role in services or other noise-sensitive activities; and outdoor school
facilities routinely used for educational purposes which may be adversely impacted by noise. Outdoor
areas usually not included in this definition are: front yard areas, driveways, greenbelts, maintenance
areas and storage areas associated with residential land uses; exterior areas at hospitals that are not
used for patient activities; outdoor areas associated with places of worship and principally used for short-
term social gatherings; and, outdoor areas associated with school facilities that are not typically
associated with educational uses prone to adverse noise impacts (for example, school play yard areas).
Percent Noise Levels: See L(n).
Sound Level (Noise Level): The weighted sound pressure level obtained by use of a sound level meter
having a standard frequency filter for attenuating part of the sound spectrum.
Sound Level Meter: An instrument, including a microphone, an amplifier, an output meter, and
frequency weighting networks for the measurement and determination of noise and sound levels.
Single Event Noise Exposure Level (SENEL): The dB(A) level which, if it lasted for one second, would
produce the same A-weighted sound energy as the actual event.
2.7 Traffic Noise Prediction
Noise levels associated with traffic depends on a variety of factors: (1) volume of traffic, (2) speed of
traffic, (3) auto, medium truck (2–3 axle) and heavy truck percentage (4 axle and greater), and sound
propagation. The greater the volume of traffic, higher speeds and truck percentages equate to a louder
volume in noise. A doubling of the Average Daily Traffic (ADT) along a roadway will increase noise
levels by approximately 3 dB; reasons for this are discussed in the sections above.
2.8 Sound Propagation
As sound propagates from a source it spreads geometrically. Sound from a small, localized source (i.e.,
a point source) radiates uniformly outward as it travels away from the source in a spherical pattern.
The sound level attenuates at a rate of 6 dB per doubling of distance. The movement of vehicles down
a roadway makes the source of the sound appear to propagate from a line (i.e., line source) rather than
a point source. This line source results in the noise propagating from a roadway in a cylindrical
spreading versus a spherical spreading that results from a point source. The sound level attenuates for
a line source at a rate of 3 dB per doubling of distance.
As noise propagates from the source, it is affected by the ground and atmosphere. Noise models use
hard site (reflective surfaces) and soft site (absorptive surfaces) to help calculate predicted noise levels.
Hard site conditions assume no excessive ground absorption between the noise source and the
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receiver. Soft site conditions such as grass, soft dirt or landscaping attenuate noise at a rate of 1.5 dB
per doubling of distance. When added to the geometric spreading, the excess ground attenuation
results in an overall noise attenuation of 4.5 dB per doubling of distance for a line source and 7.5 dB
per doubling of distance for a point source.
Research has demonstrated that atmospheric conditions can have a significant effect on noise levels
when noise receivers are located 200 feet from a noise source. Wind, temperature, air humidity, and
turbulence can further impact have far sound can travel.
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3.0 Ground-Borne Vibration Fundamentals
3.1 Vibration Descriptors
Ground-borne vibrations consist of rapidly fluctuating motions within the ground that have an average
motion of zero. The effects of ground-borne vibrations typically only cause a nuisance to people, but
at extreme vibration levels, damage to buildings may occur. Although ground-borne vibration can be
felt outdoors, it is typically only an annoyance to people indoors where the associated effects of the
shaking of a building can be notable. Ground-borne noise is an effect of ground-borne vibration and
only exists indoors since it is produced from noise radiated from the motion of the walls and floors of a
room and may also consist of the rattling of windows or dishes on shelves.
Several different methods are used to quantify vibration amplitude.
PPV – Known as the peak particle velocity (PPV) which is the maximum instantaneous peak in vibration
velocity, typically given in inches per second.
RMS – Known as root mean squared (RMS) can be used to denote vibration amplitude
VdB – A commonly used abbreviation to describe the vibration level (VdB) for a vibration source.
3.2 Vibration Perception
Typically, developed areas are continuously affected by vibration velocities of 50 VdB or lower. These
continuous vibrations are not noticeable to humans whose threshold of perception is around 65 VdB.
Outdoor sources that may produce perceptible vibrations are usually caused by construction
equipment, steel-wheeled trains, and traffic on rough roads, while smooth roads rarely produce
perceptible ground-borne noise or vibration. To counter the effects of ground-borne vibration, the
Federal Transit Administration (FTA) has published guidance relative to vibration impacts. According to
the FTA, fragile buildings can be exposed to ground-borne vibration levels of 0.3 inches per second
without experiencing structural damage.
3.3 Vibration Propagation
There are three main types of vibration propagation: surface, compression, and shear waves. Surface
waves, or Rayleigh waves, travel along the ground’s surface. These waves carry most of their energy
along an expanding circular wavefront, similar to ripples produced by throwing a rock into a pool of
water. P-waves, or compression waves, are body waves that carry their energy along an expanding
spherical wavefront. The particle motion in these waves is longitudinal (i.e., in a “push-pull” fashion).
P-waves are analogous to airborne sound waves. S-waves, or shear waves, are also body waves that
carry energy along an expanding spherical wavefront. However, unlike P-waves, the particle motion is
transverse, or side-to-side and perpendicular to the direction of propagation.
As vibration waves propagate from a source, the vibration energy decreases in a logarithmic nature
and the vibration levels typically decrease by 6 VdB per doubling of the distance from the vibration
source. As stated above, this drop-off rate can vary greatly depending on the soil but has been shown
to be effective enough for screening purposes, in order to identify potential vibration impacts that may
need to be studied through actual field tests.
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4.0 Regulatory Setting
The proposed project is located in the City of Lake Elsinore, California and noise regulations are
addressed through the efforts of various federal, state and local government agencies. The agencies
responsible for regulating noise are discussed below.
4.1 Federal Regulations
The adverse impact of noise was officially recognized by the federal government in the Noise Control
Act of 1972, which serves three purposes:
• Publicize noise emission standards for interstate commerce
• Assist state and local abatement efforts
• Promote noise education and research
The Federal Office of Noise Abatement and Control (ONAC) originally was tasked with implementing
the Noise Control Act. However, it was eventually eliminated leaving other federal agencies and
committees to develop noise policies and programs. Some examples of these agencies are as follows:
The Department of Transportation (DOT) assumed a significant role in noise control through its various
agencies. The Federal Aviation Agency (FAA) is responsible for regulating noise from aircraft and
airports. The Federal Highway Administration (FHWA) is responsible for regulating noise from the
interstate highway system. The Occupational Safety and Health Administration (OSHA) is responsible
for the prohibition of excessive noise exposure to workers. The Housing and Urban Development
(HUD) is responsible for establishing noise regulations as it relates to exterior/interior noise levels for
new HUD-assisted housing developments near high noise areas.
The federal government advocates that local jurisdictions use their land use regulatory authority to
arrange new development in such a way that “noise sensitive” uses are either prohibited from being
constructed adjacent to a highway or, or alternatively that the developments are planned and
constructed in such a manner that potential noise impacts are minimized.
Since the federal government has preempted the setting of standards for noise levels that can be
emitted by the transportation source, the City is restricted to regulating the noise generated by the
transportation system through nuisance abatement ordinances and land use planning.
4.2 State Regulations
Established in 1973, the California Department of Health Services Office of Noise Control (ONC) was
instrumental in developing regularity tools to control and abate noise for use by local agencies. One
significant model is the “Land Use Compatibility for Community Noise Environments Matrix.” The
matrix allows the local jurisdiction to clearly delineate compatibility of sensitive uses with various
incremental levels of noise.
The State of California has established noise insulation standards as outlined in Title 24 and the
Uniform Building Code (UBC) which in some cases requires acoustical analyses to outline exterior noise
levels and to ensure interior noise levels do not exceed the interior threshold. The State mandates that
the legislative body of each county and city adopt a noise element as part of its comprehensive general
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plan. The local noise element must recognize the land use compatibility guidelines published by the
State Department of Health Services. The guidelines rank noise land use compatibility in terms of
normally acceptable, conditionally acceptable, normally unacceptable, and clearly unacceptable as
illustrated in Exhibit D.
Exhibit D: Land Use Compatibility Guidelines
4.3 City of Lake Elsinore Noise Regulations
The City of Lake Elsinore outlines their noise regulations and standards within the Municipal Code and
the Noise Element of the City of Lake Elsinore General Plan.
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City of Lake Elsinore Municipal Code
CHAPTER 17.176 - NOISE CONTROL
Sec. 17.176.010. - Purpose
In order to control unnecessary, excessive and annoying noise and vibration in the City, it is hereby
declared to be the policy of the City to prohibit such noise and vibration generated from or by all
sources as specified in this chapter. It shall be the policy of the City to maintain quiet in those areas
which exhibit low noise levels and to implement programs aimed at reducing noise in those areas
within the City where noise levels are above acceptable values.
It is determined that certain noise levels and vibrations are detrimental to the public health,
welfare and safety, and are contrary to public interest. Therefore, the City Council does ordain and
declare that creating, maintaining, causing or allowing to be created, caused or maintained, any
noise or vibration in a manner prohibited by or not in conformity with the provisions of this
chapter, is a public nuisance and shall be punishable as such.
[Ord. 772 § 17.78.010, 1986. Code 1987 § 17.78.010].
City of Lake Elsinore – Noise Ordinance
Section 17.176.060 from the noise ordinance outlines the City’s exterior noise limits as it relates to
stationary noise sources.
Table 1: Allowable Exterior Noise Level1
Sound Level Standards (dBA Leq*)
General Plan Land Use
Designation
Maximum Decibel Level
7 a.m. - 10 p.m. 10 p.m. - 7 a.m.
Single-Family Residential 50 40
Multiple Dwelling Residential 50 45
Commercial and Office 60 55
General Commercial 65 60
Light Industrial 70 70
Heavy Industrial 75 75
(Ord. 772 § 17.78.060, 1986. Code 1987 § 17.78.060 )
Sec. 17.176.080. – Prohibited Acts.
No person shall unnecessarily make, continue, or cause to be made or continued, any noise
disturbance. The following acts, and the causing or permitting thereof, are declared to be in
violation of this chapter:
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A. Operating, playing, or permitting the operation or playing of any radio, television set,
phonograph, drum, musical instrument, or similar device which produces or reproduces sound:
1. Between the hours of 10:00 p.m. and 7:00 a.m. in such a manner as to create a noise
disturbance across a residential or commercial real property line or at any time to violate
the provisions of LEMC 17.176.060(A), except for which a variance has been issued by the
City.
2. In such a manner as to exceed the levels set forth for public space in Table 1, measured at a
distance of at least 50 feet (15 meters) from such device operating on a public right-of-way
or public space.
B. Using or operating for any purpose any loudspeaker, loudspeaker system, or similar device
between the hours of 10:00 p.m. and 7:00 a.m., such that the sound therefrom creates a noise
disturbance across a residential real property line, or at any time violates the provisions of
LEMC 17.176.060(A), except for any noncommercial public speaking, public assembly or other
activity for which a variance has been issued by the City.
C. Offering for sale, selling anything, or advertising by shouting or outcry within any residential or
commercial area or noise sensitive zone of the City except by variance issued by the City. The
provisions of this section shall not be construed to prohibit the selling by outcry of
merchandise, food, and beverages at licensed sporting events, parades, fairs, circuses, or other
similar licensed public entertainment events.
D. Owning, possessing or harboring any animal or bird which frequently or for long duration,
howls, barks, meows, squawks, or makes other sounds which create a noise disturbance across
a residential or commercial real property line or within a noise sensitive zone. This provision
shall not apply to public zoos.
E. Loading, unloading, opening, closing or other handling of boxes, crates, containers, building
materials, garbage cans, or similar objects between the hours of 10:00 p.m. and 7:00 a.m. in
such a manner as to cause a noise disturbance across a residential real property line or at any
time to violate the provisions of LEMC 17.176.060(A).
F. Construction/Demolition.
1. Operating or causing the operation of any tools or equipment used in construction,
drilling, repair, alteration, or demolition work between weekday hours of 7:00 p.m. and
7:00 a.m., or at any time on weekends or holidays, such that the sound therefrom
creates a noise disturbance across a residential or commercial real property line, except
for emergency work of public service utilities or by variance issued by the City.
2. Noise Restrictions at Affected Properties. Where technically and economically feasible,
construction activities shall be conducted in such a manner that the maximum noise
levels at affected properties will not exceed those listed in the following schedule:
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Sec. 17.176.100. Special Provisions - Exemptions.
The following activities shall be exempted from the provisions of this chapter :
A. The emission of sound for the purpose of alerting persons to the existence of an emergency .
B. The emission of sound in the performance of emergency work .
C. Warning devices necessary for the protection of public saf ety, as for example, police, fire and
ambulance.
D. Regularly scheduled school bands, school athletic and school entertainment events between
the hours of 8:45 a.m. and 10:00 p.m., provided a special events permit is also required for
band activities on City streets.
E. Regularly scheduled activities conducted on public parks, public playgrounds, and public or
private school grounds. However, the use of public address or amplified music systems is not
permitted to exceed the exterior noise standard of adjacent pr operty at the property line.
F. All mechanical devices, apparatus or equipment which are utilized for the protection or
salvage of agricultural crops during periods of potential or actual frost damage or other
adverse weather conditions.
G. Mobile noise sources associated with agricultural pest control through pesticide application;
provided, that the application is made in accordance with restricted material permits issued
by or regulations enforced by the Agricultural Commissioner .
H. Mobile noise sources associa ted with agricultural operations, provided such operations take
place on Monday through Friday, excepting legal holidays, between the hours of 7:00 a.m.
and 6:00 p.m. All other operations shall comply with this chapter .
I. Noise sources associated with the ma intenance of real property, provided such operations
take place on Monday through Friday, excepting legal holidays, between the hours of 7:00
a.m. and 6:00 p.m., or on holidays and weekends between the hours of 9:00 a.m. and 6:00
p.m. All other operations shall comply with this chapter .
J. Any activity to the extent that regulation thereof has been preempted by State or Federal
law.
(Ord. 772 § 17.78.100, 1986. Code 1987 § 17.78.100 )
City of Lake Elsinore General Plan
Section 3.0, Public Safety and Welfare from the City’s General Plan includes Section 3.7 noise. Section
3.7 describes sensitive land uses as locations where people reside or where the presence of noise could
adversely affect the use of the land. The City has designed noise sensitive zones for land uses that
require exceptional quiet. Table 3-1 and Table 3-2 provide regulations to ensure noise and land use
compatibility and recommended noise standards.
Goals, Policies, and Implementation Measures
Policies, goals and implementation program measures from the Noise Element that would mitigate
potential impacts on noise include the following.
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Goal 7: Maintain an environment for all City residents and visitors free of unhealthy, obtrusive, or
otherwise excessive noise.
7.1 Apply the noise standards set forth in the Lake Elsinore Noise and Land Use Compatibility
Matrix (see Table 3-1) and Interior and Exterior Noise Standards (see Table 3-2) when considering
all new development and redevelopment proposed within the City.
7.2 Require that mixed-use structures and areas be designed to prevent transfer of noise and
vibration from commercial areas to residential areas.
7.3 Strive to reduce the effect of transportation noise on the I-15.
7.4 Consider estimated roadway noise contours based upon Figure 3.6, Noise Contours, when
making land use design decisions along busy roadways throughout the City.
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5.0 Study Method and Procedure
The following section describes the noise modeling procedures and assumptions used for this
assessment.
5.1 Noise Measurement Procedure and Criteria
Noise measurements are taken to determine the existing noise levels. A noise receiver or receptor is any
location in the noise analysis in which noise might produce an impact. The following criteria are used to
select measurement locations and receptors:
• Locations expected to receive the highest noise impacts, such as the first row of houses
• Locations that are acoustically representative and equivalent of the area of concern
• Human land usage
• Sites clear of major obstruction and contamination
MD conducted the sound level measurements in accordance to the City’s and Caltrans (TeNS) technical
noise specifications. All measurement equipment meets American National Standards Institute (ANSI)
specifications for sound level meters (S1.4-1983 identified in Chapter 19.68.020.AA). The following gives a
brief description of the Caltrans Technical Noise Supplement procedures for sound level measurements:
• Microphones for sound level meters were placed 5-feet above the ground for all measurements
• Sound level meters were calibrated (Larson Davis CAL 200) before and after each measurement
• Following the calibration of equipment, a windscreen was placed over the microphone
• Frequency weighting was set on “A” and slow response
• Results of the long-term noise measurements were recorded on field data sheets
• During any short-term noise measurements, any noise contaminations such as barking dogs, local
traffic, lawn mowers, or aircraft fly-overs were noted
• Temperature and sky conditions were observed and documented
5.2 Noise Measurement Locations
Noise monitoring locations were selected based on the nearest sensitive receptors relative to the
proposed onsite noise sources. one (1) long-term 24-hour noise measurements was conducted at or near
the project site and are illustrated in Exhibit E. Appendix A includes photos, field sheet, and measured
noise data.
5.3 Stationary Noise Modeling
SoundPLAN (SP) acoustical modeling software was utilized to model future worst‐case stationary noise
impacts to the adjacent land uses. SP is capable of evaluating multiple stationary noise source impacts at
various receiver locations. SP’s software utilizes algorithms (based on the inverse square law and
reference equipment noise level data) to calculate noise level projections. The software allows the user to
input specific noise sources, spectral content, sound barriers, building placement, topography, and
sensitive receptor locations.
The future worst-case noise level projections were modeled using referenced sound level data for the
various stationary on-site sources (e.q. car wash equipment). The model assumes that the car was The
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future worst-case noise level projections were modeled using reference sound level data for the
various stationary on-site sources (e.g. car wash equipment) the model assumes that the car wash
tunnel is approximately 150 feet long. The model assumes that the entrance and exit tunnel openings
are approximately 10 feet wide by 9 feet tall with 27 vacuum bays.
The blowers (a 12 Tech 21 blower system or equivalent) were modeled at 10 to 12 feet high as a point
source. It is anticipated that the blowers will be located approximately 5 to 10 feet inside the exit of
the tunnel. The reference equipment sound level data is provided in Appendix B.
In addition, MD performed reference noise level measurements on Vacutech systems operations and
utilized said information as part of the noise model. The referenced sound level data and assumptions
are provided in Appendix C. The referenced data assumes the use of vacuums (claw tool and crevice
tool), air nozzles to blow off car and typical patron usage at vacuum bay.
All other noise producing equipment (e.g., compressors, pumps) will be housed within mechanical
equipment rooms. Vacuum motors will be housed within CMU enclosures.
The SP model assumes that all noise sources are operating simultaneously (worst-case scenario), when
in actuality the noise will be intermittent and lower in noise level. SP modeling inputs and outputs ate
provided in Appendix C.
5.5 FHWA Roadway Construction Noise Model
The construction noise analysis utilizes the Federal Highway Administration (FHWA) Roadway
Construction Noise Model (RNCM), together with several key construction parameters. Key inputs include
distance to the sensitive receiver, equipment usage, % usage factor, and baseline parameters for the
project site.
The project was analyzed based on the different construction phases. Construction noise is expected to be
loudest during the grading, concrete and building phases of construction. The construction noise
calculation output worksheet is located in Appendix E. The following assumptions relevant to
short-term construction noise impacts were used:
• It is estimated that construction will occur over a 6 month to 1 year time period. Construction
noise is expected to be the loudest during the grading, concrete, and building phases.
Exhibit E
Measurement Locations
17
Study Method and Procedure
1 = Long-term
Monitoring Location
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6.0 Existing Noise Environment
A twenty-four (24) hour ambient noise measurement was conducted at the property site. The noise
measurement was taken to determine the existing ambient noise levels. Noise data indicates that
traffic along SH-74/Central Avenue is the primary source of noise impacting the site and the adjacent
uses. This assessment utilizes the ambient noise data as a basis and compares project operational
levels to said data.
6.1 Long-Term Noise Measurement Results
The results of the Long-term noise data are presented in Table 2.
Table 2: Long-Term Noise Measurement Data1
Noise data indicates the ambient noise level ranged between 36.5 dBA Leq(h) to 50.4 dBA Leq(h) at the
project site. Maximum levels reach 50.4 dBA as a result of traffic along Redlands Drive. Additional field
notes and photographs are provided in Appendix A.
Date Time dB(A)
LEQ LMAX LMIN L2 L8 L25 L50 L90
1/20/2021 7AM-8AM 50.0 71.1 62.4 71.1 70.2 69.3 68.0 66.0
1/20/2021 8AM-9AM 48.1 69.2 60.5 69.2 68.3 67.4 66.1 64.1
1/20/2021 9AM-10AM 47.1 68.2 59.5 68.2 67.3 66.4 65.1 63.1
1/20/2021 10AM-1AM 47.0 68.1 59.4 68.1 67.2 66.3 65.0 63.0
1/20/2021 11AM-12PM 47.2 68.3 59.6 68.3 67.4 66.5 65.2 63.2
1/20/2021 12PM-1PM 47.3 68.4 59.7 68.4 67.5 66.6 65.3 63.3
1/20/2021 1PM-2PM 47.4 68.5 59.8 68.5 67.6 66.7 65.4 63.4
1/20/2021 2PM-3PM 47.7 68.8 60.1 68.8 67.9 67.0 65.7 63.7
1/20/2021 3PM-4PM 48.8 69.9 61.2 69.9 69.0 68.1 66.8 64.8
1/20/2021 4PM-5PM 50.4 71.5 62.8 71.5 70.6 69.7 68.4 66.4
1/20/2021 5PM-6PM 50.0 71.1 62.4 71.1 70.2 69.3 68.0 66.0
1/20/2021 6PM-7PM 48.3 69.4 60.7 69.4 68.5 67.6 66.3 64.3
1/20/2021 7PM-8PM 46.9 68.0 59.3 68.0 67.1 66.2 64.9 62.9
1/20/2021 8PM-9PM 45.8 66.9 58.2 66.9 66.0 65.1 63.8 61.8
1/21/2021 9PM-10PM 45.1 66.2 57.5 66.2 65.3 64.4 63.1 61.1
1/21/2021 10PM-11PM 44.1 65.2 56.5 65.2 64.3 63.4 62.1 60.1
1/21/2021 11PM-12AM 43.5 64.6 55.9 64.6 63.7 62.8 61.5 59.5
1/21/2021 12AM-1AM 42.0 63.1 54.4 63.1 62.2 61.3 60.0 58.0
1/21/2021 1AM-2AM 39.5 60.6 51.9 60.6 59.7 58.8 57.5 55.5
1/21/2021 2AM-3AM 38.3 59.4 50.7 59.4 58.5 57.6 56.3 54.3
1/21/2021 3AM-4AM 36.5 57.6 48.9 57.6 56.7 55.8 54.5 52.5
1/21/2021 4AM-5AM 37.5 58.6 49.9 58.6 57.7 56.8 55.5 53.5
1/21/2021 5AM-6AM 41.3 62.4 53.7 62.4 61.5 60.6 59.3 57.3
1/21/2021 6AM-7AM 47.7 68.8 60.1 68.8 67.9 67.0 65.7 63.7
CNEL 50.7
Notes:
1. Long-term noise monitoring location (LT1) is illustrated in Exhibit E. The quietest hourly daytime noise interval is highlighted in orange when project
operations could occur.
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For this evaluation, MD has utilized the quietest hourly level (during potential operational hours) and
has compared the project’s projected noise levels to the said ambient level. The quietest (lowest)
daytime hourly level occurred between 9PM to 10PM (45.1 dBA, Leq(h)).
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7.0 Future Noise Environment Impacts and Mitigation
This assessment analyzes future noise impacts as a result of the project. The analysis details the
estimated exterior noise levels. Stationary noise impacts are analyzed from the on-site noise sources
such as car wash equipment and vacuum stations.
7.1 Future Exterior Noise
The following outlines the exterior noise levels associated with the proposed project.
7.1.1 Noise Impacts to Off-Site Receptors Due to Stationary Sources
Sensitive receptors that may be affected by project operational noise include commercial to the north
and medium/high density residential 335 feet to the west. The worst-case stationary noise was
modeled using SoundPLAN acoustical modeling software. Worst-case assumes that all project activities
are always operational when in reality the noise will be intermittent and cycle on/off depending on
customer usage. Project operations are assumed to occur within the City’s allowable daytime hours
(7AM to 10PM).
A total of four (4) receptors were modeled to evaluate the proposed project’s operational impact. A
receptor is denoted by a yellow dot. All yellow dots represent either a property line or a sensitive
receptor such as an outdoor sensitive area (courtyard, patio, backyard, etc). Receptor 1 represents
commercial park (across Riverside Dr), Receptor 2-3 represent the nearest commercial receptors
property line, and Receptor 4 represents the nearest multifamily residency.
This study compares the Project’s operational noise levels to two (2) different noise assessment
scenarios: 1) Project Only operational noise level projections, 2) Project plus ambient noise level
projections.
Project Operational Noise Levels
Exhibit F shows the “project only” operational noise levels at the project site and illustrates how the
noise will propagate at the property lines and/or sensitive receptor area. Operational noise levels at
the adjacent uses are anticipated to range between 43 dBA to 60 dBA Leq (depending on the location).
Project Plus Ambient Operational Noise Levels
Table 3 demonstrates the project plus the ambient noise levels. Project plus ambient noise level
projections are anticipated to range between 47 to 60 dBA Leq depending on location. Therefore, the
project has been compared to the quietest hourly average ambient noise level for comparative
purposes.
<Table 3 on Next Page>
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Table 3: Worst-case Predicted Noise Level (dBA, Leq)
Receptor1 Floor
Existing
Ambient Noise
Level
(dBA, Leq)2
Project
Noise Level
(dBA, Leq)3
Total
Combined
Noise
Level
(dBA, Leq)
Daytime
(7AM – 10PM)
Stationary Noise
Limit (dBA, Leq)4
Change in Noise
Level as Result of
Project
1 1
45
60 60 65 14.7
2 1 45 48 3.0
3 1 44 48 50 2.5
4 1 43 47 2.1
Notes:
1. Receptors 1-2 represent commercial uses. Receptor 3-4 represents residential uses.
2. Existing ambient taken as one-hour measurement.
3. See Exhibit G for the operational noise level projections at said receptors.
4. Per the city of Lake Elsinore noise ordinance Section 17.176.060.
As shown in Table 3, the project will increase the worst-case noise level by approximately 2.1 to 14.7
dBA Leq depending on location. Project operations are anticipated to remain below the City’s exterior
noise level. Therefore, the impact is less than significant.
Table 4 provides the characteristics associated with changes in noise levels.
Table 4: Change in Noise Level Characteristics1
Changes in Intensity Level,
dBA
Changes in Apparent
Loudness
1 Not perceptible
3 Just perceptible
5 Clearly noticeable
10 Twice (or half) as loud
https://www.fhwa.dot.gov/environMent/noise/regulations_and_guidance/polguide/polguide02.cfm
The change in noise level at all receptors would fall within the “Not Perceptible” to “Twice (or half) as
loud” acoustic characteristic depending on location.
7.1.2 Noise Impacts to On/Off-Site Receptors Due to Project Generated Traffic
Per the memo provided by TJW Engineering, 2/9/2021 (Sunny Express Car Wash Vehicle Miles Traveled
Memorandum), As stated in the City Traffic Impact Analysis guidelines, it was determined the proposed
project passes the WRCOG Screening process and is presumed to have a less than significant
transportation impact. The proposed project is a local serving retail project with less than 50,000
square feet and is within a low VMT generating area, therefore the proposed project does not require
a further VMT analysis. Per the TJW Engineering Scoping agreement the project will produce a total of
720 daily trips (ADT) and would be exempt from any analysis. See Appendix D.
Sunny Express Car Wash
Noise Impact Study
City of Lake Elsinore, CA Future Noise Environment Impacts and Mitigation
22
Traffic along the subject roadways would need to double in average daily traffic volumes to see a 3 dBA
increase in noise level. Since the project generates a nominal amount of traffic relative to the existing
ADTs, the project’s traffic noise level increase would be nominal and therefore less than significant.
7.2 Mitigation Measures
The project will meet the City’s daytime noise ordinance therefore, no further mitigation is required.
Exhibit F
Operational Noise Levels Leq(h)
23
Future Noise Environment Impacts and Design Features
Sunny Express Car Wash
Noise Impact Study
City of Lake Elsinore, CA
Sunny Express Car Wash
Noise Impact Study
City of Lake Elsinore, CA Construction Noise Impact
24
8.0 Construction Noise Impact
The degree of construction noise may vary for different areas of the project site and also vary
depending on the construction activities. Noise levels associated with the construction will vary with
the different phases of construction.
8.1 Construction Noise
The Environmental Protection Agency (EPA) has compiled data regarding the noise generated
characteristics of typical construction activities. The data is presented in Table 5.
Table 5: Typical Construction Equipment Noise Levels1
Type Lmax (dBA) at 50 Feet
Backhoe 80
Truck 88
Concrete Mixer 85
Pneumatic Tool 85
Pump 76
Saw, Electric 76
Air Compressor 81
Generator 81
Paver 89
Roller 74
Notes:
1 Referenced Noise Levels from FTA noise and vibration manual.
Construction noise is considered a short-term impact and would be considered significant if
construction activities are taken outside the allowable times as described in the City’s Noise Element
Section 17.176.060 Table 1. Construction is anticipated to occur during the permissible hours according
to the City’s Municipal Code. Construction noise will have a temporary or periodic increase in the
ambient noise level above the existing within the project vicinity. Furthermore, noise reduction
measures are provided to further reduce construction noise. The impact is considered less than
significant however construction noise level projections are provided.
Typical operating cycles for these types of construction equipment may involve one or two minutes of
full power operation followed by three to four minutes at lower power settings. Noise levels will be
loudest during grading phase. A likely worst-case construction noise scenario during grading assumes
the use of 1-grader, 1-dozer, 1-excavators, 1-scrapers and 1-backhoes operating at 80 feet from the
nearest sensitive receptor.
Assuming a usage factor of 40 percent for each piece of equipment, unmitigated noise levels at 80 feet
have the potential to reach 82 dBA Leq at the nearest sensitive receptors during grading. Noise levels
for the other construction phases would be lower, approximately 78 dBA.
Sunny Express Car Wash
Noise Impact Study
City of Lake Elsinore, CA Construction Noise Impact
25
8.2 Construction Vibration
Construction activities can produce vibration that may be felt by adjacent land uses. The construction
of the proposed project would not require the use of equipment such as pile drivers, which are known
to generate substantial construction vibration levels. The primary vibration source during construction
may be from a bulldozer. A large bulldozer has a vibration impact of 0.089 inches per second peak
particle velocity (PPV) at 25 feet which is perceptible but below any risk to architectural damage.
The fundamental equation used to calculate vibration propagation through average soil conditions and
distance is as follows:
PPVequipment = PPVref (100/Drec)n
Where: PPVref = reference PPV at 100ft.
Drec = distance from equipment to receiver in ft.
n = 1.1 (the value related to the attenuation rate through ground)
The thresholds from the Caltrans Transportation and Construction Induced Vibration Guidance Manual
in Table 6 (below) provides general thresholds and guidelines as to the vibration damage potential
from vibratory impacts.
Table 6: Guideline Vibration Damage Potential Threshold Criteria
Structure and Condition
Maximum PPV (in/sec)
Transient Sources Continuous/Frequent
Intermittent Sources
Extremely fragile historic buildings, ruins, ancient monuments 0.12 0.08
Fragile buildings 0.2 0.1
Historic and some old buildings 0.5 0.25
Older residential structures 0.5 0.3
New residential structures 1.0 0.5
Modern industrial/commercial buildings 2.0 0.5
Source: Table 19, Transportation and Construction Vibration Guidance Manual, Caltrans, Sept. 2013.
Note: Transient sources create a single isolated vibration event, such as blasting or drop balls. Continuous/frequent intermittent sources include impact
pile drivers, pogo-stick compactors, crack-and-seat equipment, vibratory pile drivers, and vibratory compaction equipment.
Table 7 gives approximate vibration levels for particular construction activities. This data provides a
reasonable estimate for a wide range of soil conditions.
Sunny Express Car Wash
Noise Impact Study
City of Lake Elsinore, CA Construction Noise Impact
26
Table 7: Vibration Source Levels for Construction Equipment1
Equipment
Peak Particle Velocity Approximate Vibration Level
(inches/second) at 25 feet LV (dVB) at 25 feet
Pile driver (impact) 1.518 (upper range) 112
0.644 (typical) 104
Pile driver (sonic) 0.734 upper range 105
0.170 typical 93
Clam shovel drop (slurry wall) 0.202 94
Hydromill 0.008 in soil 66
(slurry wall) 0.017 in rock 75
Vibratory Roller 0.21 94
Hoe Ram 0.089 87
Large bulldozer 0.089 87
Caisson drill 0.089 87
Loaded trucks 0.076 86
Jackhammer 0.035 79
Small bulldozer 0.003 58
1 Source: Transit Noise and Vibration Impact Assessment, Federal Transit Administration, May 2006.
At a distance of 15 feet, a large bulldozer would yield a worst-case 0.156 PPV (in/sec) which may be
perceptible for short periods of time during grading along the north property line of the project site
but is below any threshold of damage. The impact is less than significant, and no mitigation is required.
8.3 Construction Noise Reduction Measures
Construction operations must follow the City’s General Plan and the Noise Ordinance, which states
that construction, repair or excavation work performed must occur within the permissible hours. To
further ensure that construction activities do not disrupt the adjacent land uses, the following
measures should be taken:
1. Construction should occur during the permissible hours as defined in Section 17.176.060.
2. During construction, the contractor shall ensure all construction equipment is equipped with
appropriate noise attenuating devices.
3. The contractor should locate equipment staging areas that will create the greatest distance
between construction-related noise/vibration sources and sensitive receptors nearest the
project site during all project construction.
4. Idling equipment should be turned off when not in use.
5. Equipment shall be maintained so that vehicles and their loads are secured from rattling and
banging.
Sunny Express Car Wash
Noise Impact Study
City of Lake Elsinore, CA References
27
9.0 References
State of California General Plan Guidelines: 1998. Governor’s Office of Planning and Research
City of Lake Elsinore: General Plan Noise Element. Chapter 3.
City of Lake Elsinore: Municipal Code. Chapter 17.176 Noise Control
TJW Engineering, 2/9/2021 Sunny Express Car Wash Vehicle Miles Traveled Memorandum
Appendix A:
Photographs and Field Measurement Data
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project:Sunny Express Car Wash Site Observations:
Site Address/Location:31401 Riverside Dr
Date:1/20/2021 to 1/21/2021
Field Tech/Engineer:Jason Schuyler
General Location:
Sound Meter:NTi XL2 SN:80206 Site Topo:
Settings:A-weighted, slow, 1-min, 24-hour duration Ground Type:
Meteorological Con.:73 degrees F, 2 to 5 mph wind, west to east diretion
Site ID:LT-1
24-Hour Continuous Noise Measurement Datasheet
C/L of Riverside dr is 80 feet from meter
Clear Sky, little to no wind.
Noise Source(s) w/ Distance:
Flat
Soft site, Open parking lot with a road
Figure 1: LT-1 Monitoring Location
Figure 2: LT-1 Photo
1
24Hr Field Sheet _1Hr_Awtg.xlsx
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
CA Office
1197 E Los Angeles Ave, C-256
Simi Valley, CA 93065
Project:Sunny Express Car Wash Day:1 of 1
Site Address/Location:31401 Riverside Dr
Site ID:LT-1
Date Start Stop Leq Lmax Lmin L2 L8 L25 L50 L90
1/20/2021 7:00 AM 8:00 AM 50.0 71.1 62.4 71.1 70.2 69.3 68.0 66.0
1/20/2021 8:00 AM 9:00 AM 48.1 69.2 60.5 69.2 68.3 67.4 66.1 64.1
1/20/2021 9:00 AM 10:00 AM 47.1 68.2 59.5 68.2 67.3 66.4 65.1 63.1
1/20/2021 10:00 AM 11:00 AM 47.0 68.1 59.4 68.1 67.2 66.3 65.0 63.0
1/20/2021 11:00 AM 12:00 PM 47.2 68.3 59.6 68.3 67.4 66.5 65.2 63.2
1/20/2021 12:00 PM 1:00 PM 47.3 68.4 59.7 68.4 67.5 66.6 65.3 63.3
1/20/2021 1:00 PM 2:00 PM 47.4 68.5 59.8 68.5 67.6 66.7 65.4 63.4
1/20/2021 2:00 PM 3:00 PM 47.7 68.8 60.1 68.8 67.9 67.0 65.7 63.7
1/20/2021 3:00 PM 4:00 PM 48.8 69.9 61.2 69.9 69.0 68.1 66.8 64.8
1/20/2021 4:00 PM 5:00 PM 50.4 71.5 62.8 71.5 70.6 69.7 68.4 66.4
1/20/2021 5:00 PM 6:00 PM 50.0 71.1 62.4 71.1 70.2 69.3 68.0 66.0
1/20/2021 6:00 PM 7:00 PM 48.3 69.4 60.7 69.4 68.5 67.6 66.3 64.3
1/20/2021 7:00 PM 8:00 PM 46.9 68.0 59.3 68.0 67.1 66.2 64.9 62.9
1/20/2021 8:00 PM 9:00 PM 45.8 66.9 58.2 66.9 66.0 65.1 63.8 61.8
1/20/2021 9:00 PM 10:00 PM 45.1 66.2 57.5 66.2 65.3 64.4 63.1 61.1
1/20/2021 10:00 PM 11:00 PM 44.1 65.2 56.5 65.2 64.3 63.4 62.1 60.1
1/20/2021 11:00 PM 12:00 AM 43.5 64.6 55.9 64.6 63.7 62.8 61.5 59.5
1/21/2021 12:00 AM 1:00 AM 42.0 63.1 54.4 63.1 62.2 61.3 60.0 58.0
1/21/2021 1:00 AM 2:00 AM 39.5 60.6 51.9 60.6 59.7 58.8 57.5 55.5
1/21/2021 2:00 AM 3:00 AM 38.3 59.4 50.7 59.4 58.5 57.6 56.3 54.3
1/21/2021 3:00 AM 4:00 AM 36.5 57.6 48.9 57.6 56.7 55.8 54.5 52.5
1/21/2021 4:00 AM 5:00 AM 37.5 58.6 49.9 58.6 57.7 56.8 55.5 53.5
1/21/2021 5:00 AM 6:00 AM 41.3 62.4 53.7 62.4 61.5 60.6 59.3 57.3
1/21/2021 6:00 AM 7:00 AM 47.7 68.8 60.1 68.8 67.9 67.0 65.7 63.7
CNEL:50.7
24-Hour Noise Measurement Datasheet - Cont.
24Hr Field Sheet _1Hr_Awtg.xlsx
Appendix B:
Manufacturers Cut Sheet
Tech 21 Blower
FOR ILLUSTRATIVE PURPOSES ONLY
1
2
Key
Tech 21
Measurement locations
3
4
3'-0"
3'-0"
5'-0"
www.mdacoustics.com
AZ Office
4960 S. Gilbert Rd, Ste 1-461
Chandler, AZ 85249
p. (602) 774-1950
CA Office
1197 Los Angeles Ave, Ste C-256
Simi Valley, CA 93065
p. (805) 426-4477
Project:SuperStar Car Wash Chula Vista Site Observations:
Site Location:1555 W Warner Rd, Gilbert, AZ 85233
Date:4/5/2018
Field Tech/Engineer:Robert Pearson
Source/System:Vacutec System
Location:Vac Bay 1
Sound Meter:NTi XL2 SN:A2A-05967-E0
Settings:Z-weighted, slow, 1-sec, 10-sec duration
Meteorological Cond.:80 degrees F, 2 mph wind
20 25 31.5 40 50 63 80 100 125 160 200 250 315 400 500 630 800 1K 1.25K 1.6K 2K 2.5K 3.15K 4K 5K 6.3K 8K 10K 12.5K 16K 20K
Vacutech (Holstered)Vacuum 63.3 9 17 22 29 31 35 40 41 44 43 46 48 47 49 51 51 51 52 53 52 52 50 52 53 50 47 47 48 45 39 30
Vacutech (Un Holstered)Vacuum 80.7 6 19 22 28 34 37 40 43 47 46 48 48 48 49 54 55 58 58 62 65 68 70 74 75 73 69 67 65 63 60 55
Vacutech (Inside Car)Vacuum 69.6 16 28 31 38 42 45 49 51 52 55 60 61 57 55 59 53 55 56 54 57 57 57 57 57 55 54 51 48 46 42 36
Arth. Average Level*Vacuum 71.2 11 21 25 32 36 39 43 45 47 48 52 53 51 51 55 53 55 55 56 58 59 59 61 62 59 56 55 53 51 47 40
* Refers to the arthitmetic average of all measurements. This measurement represents an average of the multiple vacuum positions.
Clear sky, measurements were performed within 1.5ft of source. Measurements were performed while the vacuum was
positiioned at threee (3) different positions. Holstered, unholstered and inside a car. This data is utilized for acoustic
modeling purposes and represents an average sound level at a vacuum station.
Table 1: Summary Measurement Data
Source System Overall
dB(A)
3rd Octave Band Data (dBA)
Figure 1: Holstered Figure 2: Un Holstered Figure 3: Inside Car
Figure 1: Example Measurement Position
0
10
20
30
40
50
60
70
80
202531.5405063801001251602002503154005006308001K1.25K1.6K2K2.5K3.15K4K5K6.3K8K10K12.5K16K20KdBFreq (Hz)
1.5ft from Nozzle
Vacutech sound levels
Appendix C:
SoundPlan Input/Output
07402001_Sunny Carwash - Noise
Octave spectra of the sources in dB(A) - Situation 1: Outdoor SP
3
Name Source type l or A
m,m²
Li
dB(A)
R'w
dB
L'w
dB(A)
Lw
dB(A)
KI
dB
KT
dB
LwMax
dB(A)
DO-Wall
dB
Time histogram Emission spectrum 63Hz
dB(A)
125Hz
dB(A)
250Hz
dB(A)
500Hz
dB(A)
1kHz
dB(A)
2kHz
dB(A)
4kHz
dB(A)
8kHz
dB(A)
Facade 01 Area 201.61 79.1 57.0 25.0 48.1 0.0 0.0 3 100%/24h 54_Facade 01_44.1 38.0 40.0 41.8 36.5 33.0 23.0 14.3
Facade 02 Area 21.07 84.7 57.0 30.3 43.5 0.0 0.0 3 100%/24h 55_Facade 02_39.5 33.4 35.5 37.3 32.2 28.9 19.2 11.4
Facade 03 Area 201.61 79.0 57.0 25.0 48.1 0.0 0.0 3 100%/24h 56_Facade 03_44.1 38.0 40.0 41.8 36.5 32.9 23.0 14.3
Facade 04 Area 21.07 76.6 57.0 22.9 36.2 0.0 0.0 3 100%/24h 57_Facade 04_32.3 26.2 28.2 29.9 24.4 20.6 10.1 -0.5
Roof 01 Area 293.05 75.2 57.0 20.9 45.5 0.0 0.0 0 100%/24h 52_Roof 01_41.5 35.4 37.5 39.3 34.2 30.9 21.2 13.2
Transmissive area 01 Area 8.36 85.5 0.0 85.5 94.7 0.0 0.0 3 100%/24h 64_Transmissive area 01_66.2 74.1 78.2 86.0 90.0 90.7 84.1 74.2
Transmissive area 02 Area 8.36 76.5 0.0 76.5 85.7 0.0 0.0 3 100%/24h 65_Transmissive area 02_57.9 65.9 69.8 77.6 81.2 81.4 74.0 61.5
Vac 1 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 2 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 3 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 4 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 5 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 6 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 7 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 8 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 9 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 10 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 11 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 12 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 13 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 14 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 15 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 16 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 17 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 18 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 19 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 20 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 21 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 22 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 23 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
SoundPLAN 8.2
MD Acoustics 1197 E Los Angeles Ave,Unit C 256 Simi Valley, CA 93065 USA 1
07402001_Sunny Carwash - Noise
Octave spectra of the sources in dB(A) - Situation 1: Outdoor SP
3
Name Source type l or A
m,m²
Li
dB(A)
R'w
dB
L'w
dB(A)
Lw
dB(A)
KI
dB
KT
dB
LwMax
dB(A)
DO-Wall
dB
Time histogram Emission spectrum 63Hz
dB(A)
125Hz
dB(A)
250Hz
dB(A)
500Hz
dB(A)
1kHz
dB(A)
2kHz
dB(A)
4kHz
dB(A)
8kHz
dB(A)
Vac 24 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 25 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 26 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 27 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 28 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 29 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 30 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 31 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
Vac 32 Point 72.6 72.6 0.0 0.0 0 100%/24h Vacutech - 3'57.6 53.6 52.3 57.7 61.7 67.7 69.0 61.6
SoundPLAN 8.2
MD Acoustics 1197 E Los Angeles Ave,Unit C 256 Simi Valley, CA 93065 USA 2
07402001_Sunny Carwash - Noise
Contribution level - Situation 1: Outdoor SP
9
Source Source group Source typeTr. lane Ldn
dB(A)
A
dB
Receiver -120,59 Fl GF dB(A) Ldn 59.8 dB(A) Sigma(Ldn) 0.0 dB(A)
Vac 9 Default industrial noise Point 33.6 0.0
Vac 10 Default industrial noise Point 34.2 0.0
Vac 11 Default industrial noise Point 34.8 0.0
Vac 12 Default industrial noise Point 35.3 0.0
Vac 13 Default industrial noise Point 36.0 0.0
Vac 14 Default industrial noise Point 36.7 0.0
Vac 15 Default industrial noise Point 37.4 0.0
Vac 16 Default industrial noise Point 37.1 0.0
Vac 17 Default industrial noise Point 32.2 0.0
Vac 18 Default industrial noise Point 32.6 0.0
Vac 19 Default industrial noise Point 32.9 0.0
Vac 20 Default industrial noise Point 33.3 0.0
Vac 21 Default industrial noise Point 33.7 0.0
Vac 22 Default industrial noise Point 34.2 0.0
Vac 23 Default industrial noise Point 34.1 0.0
Vac 24 Default industrial noise Point 34.6 0.0
Vac 25 Default industrial noise Point 33.5 0.0
Vac 26 Default industrial noise Point 34.0 0.0
Vac 27 Default industrial noise Point 33.4 0.0
Vac 28 Default industrial noise Point 34.1 0.0
Vac 29 Default industrial noise Point 34.8 0.0
Vac 30 Default industrial noise Point 35.6 0.0
Vac 31 Default industrial noise Point 36.3 0.0
Vac 32 Default industrial noise Point 36.9 0.0
Vac 1 Default industrial noise Point 30.3 0.0
Vac 2 Default industrial noise Point 30.6 0.0
Vac 3 Default industrial noise Point 31.0 0.0
Vac 4 Default industrial noise Point 31.3 0.0
Vac 5 Default industrial noise Point 31.1 0.0
Vac 6 Default industrial noise Point 31.5 0.0
Vac 7 Default industrial noise Point 32.0 0.0
Vac 8 Default industrial noise Point 32.5 0.0
Roof 01 Default industrial noise Area -3.5 0.0
Facade 01 Default industrial noise Area 3.7 0.0
Facade 02 Default industrial noise Area 9.2 0.0
Transmissive area 01 Default industrial noise Area 59.4 0.0
Facade 03 Default industrial noise Area 11.3 0.0
Facade 04 Default industrial noise Area -11.0 0.0
Transmissive area 02 Default industrial noise Area 25.8 0.0
Receiver -174,205 Fl GF dB(A) Ldn 45.2 dB(A) Sigma(Ldn) 0.0 dB(A)
Vac 9 Default industrial noise Point 24.3 0.0
Vac 10 Default industrial noise Point 24.1 0.0
Vac 11 Default industrial noise Point 24.0 0.0
SoundPLAN 8.2
MD Acoustics 1197 E Los Angeles Ave,Unit C 256 Simi Valley, CA 93065 USA 1
07402001_Sunny Carwash - Noise
Contribution level - Situation 1: Outdoor SP
9
Source Source group Source typeTr. lane Ldn
dB(A)
A
dB
Vac 12 Default industrial noise Point 23.8 0.0
Vac 13 Default industrial noise Point 23.7 0.0
Vac 14 Default industrial noise Point 24.0 0.0
Vac 15 Default industrial noise Point 20.1 0.0
Vac 16 Default industrial noise Point 20.0 0.0
Vac 17 Default industrial noise Point 27.2 0.0
Vac 18 Default industrial noise Point 29.0 0.0
Vac 19 Default industrial noise Point 28.8 0.0
Vac 20 Default industrial noise Point 28.7 0.0
Vac 21 Default industrial noise Point 28.6 0.0
Vac 22 Default industrial noise Point 28.4 0.0
Vac 23 Default industrial noise Point 28.2 0.0
Vac 24 Default industrial noise Point 28.1 0.0
Vac 25 Default industrial noise Point 24.6 0.0
Vac 26 Default industrial noise Point 24.9 0.0
Vac 27 Default industrial noise Point 20.4 0.0
Vac 28 Default industrial noise Point 20.0 0.0
Vac 29 Default industrial noise Point 19.8 0.0
Vac 30 Default industrial noise Point 18.1 0.0
Vac 31 Default industrial noise Point 17.7 0.0
Vac 32 Default industrial noise Point 17.6 0.0
Vac 1 Default industrial noise Point 29.0 0.0
Vac 2 Default industrial noise Point 28.8 0.0
Vac 3 Default industrial noise Point 28.7 0.0
Vac 4 Default industrial noise Point 28.5 0.0
Vac 5 Default industrial noise Point 28.2 0.0
Vac 6 Default industrial noise Point 29.2 0.0
Vac 7 Default industrial noise Point 26.0 0.0
Vac 8 Default industrial noise Point 23.8 0.0
Roof 01 Default industrial noise Area -10.0 0.0
Facade 01 Default industrial noise Area -4.0 0.0
Facade 02 Default industrial noise Area -12.0 0.0
Transmissive area 01 Default industrial noise Area 26.8 0.0
Facade 03 Default industrial noise Area 5.3 0.0
Facade 04 Default industrial noise Area -5.2 0.0
Transmissive area 02 Default industrial noise Area 42.7 0.0
Receiver -205,227 Fl GF dB(A) Ldn 44.1 dB(A) Sigma(Ldn) 0.0 dB(A)
Vac 9 Default industrial noise Point 23.3 0.0
Vac 10 Default industrial noise Point 21.9 0.0
Vac 11 Default industrial noise Point 21.5 0.0
Vac 12 Default industrial noise Point 21.2 0.0
Vac 13 Default industrial noise Point 20.9 0.0
Vac 14 Default industrial noise Point 20.7 0.0
Vac 15 Default industrial noise Point 21.8 0.0
Vac 16 Default industrial noise Point 21.6 0.0
SoundPLAN 8.2
MD Acoustics 1197 E Los Angeles Ave,Unit C 256 Simi Valley, CA 93065 USA 2
07402001_Sunny Carwash - Noise
Contribution level - Situation 1: Outdoor SP
9
Source Source group Source typeTr. lane Ldn
dB(A)
A
dB
Vac 17 Default industrial noise Point 25.6 0.0
Vac 18 Default industrial noise Point 25.4 0.0
Vac 19 Default industrial noise Point 27.3 0.0
Vac 20 Default industrial noise Point 27.1 0.0
Vac 21 Default industrial noise Point 26.9 0.0
Vac 22 Default industrial noise Point 26.7 0.0
Vac 23 Default industrial noise Point 26.5 0.0
Vac 24 Default industrial noise Point 26.3 0.0
Vac 25 Default industrial noise Point 26.1 0.0
Vac 26 Default industrial noise Point 25.9 0.0
Vac 27 Default industrial noise Point 25.8 0.0
Vac 28 Default industrial noise Point 25.6 0.0
Vac 29 Default industrial noise Point 25.4 0.0
Vac 30 Default industrial noise Point 23.2 0.0
Vac 31 Default industrial noise Point 22.3 0.0
Vac 32 Default industrial noise Point 15.7 0.0
Vac 1 Default industrial noise Point 27.1 0.0
Vac 2 Default industrial noise Point 26.8 0.0
Vac 3 Default industrial noise Point 26.6 0.0
Vac 4 Default industrial noise Point 26.4 0.0
Vac 5 Default industrial noise Point 26.2 0.0
Vac 6 Default industrial noise Point 26.0 0.0
Vac 7 Default industrial noise Point 25.7 0.0
Vac 8 Default industrial noise Point 26.9 0.0
Roof 01 Default industrial noise Area -10.3 0.0
Facade 01 Default industrial noise Area -4.4 0.0
Facade 02 Default industrial noise Area -7.2 0.0
Transmissive area 01 Default industrial noise Area 31.1 0.0
Facade 03 Default industrial noise Area 4.9 0.0
Facade 04 Default industrial noise Area -6.4 0.0
Transmissive area 02 Default industrial noise Area 41.5 0.0
Receiver -300,194 Fl GF dB(A) Ldn 43.1 dB(A) Sigma(Ldn) 0.0 dB(A)
Vac 9 Default industrial noise Point 23.0 0.0
Vac 10 Default industrial noise Point 22.7 0.0
Vac 11 Default industrial noise Point 22.5 0.0
Vac 12 Default industrial noise Point 22.3 0.0
Vac 13 Default industrial noise Point 22.0 0.0
Vac 14 Default industrial noise Point 21.8 0.0
Vac 15 Default industrial noise Point 21.6 0.0
Vac 16 Default industrial noise Point 21.4 0.0
Vac 17 Default industrial noise Point 24.8 0.0
Vac 18 Default industrial noise Point 24.5 0.0
Vac 19 Default industrial noise Point 24.3 0.0
Vac 20 Default industrial noise Point 24.0 0.0
Vac 21 Default industrial noise Point 23.8 0.0
SoundPLAN 8.2
MD Acoustics 1197 E Los Angeles Ave,Unit C 256 Simi Valley, CA 93065 USA 3
07402001_Sunny Carwash - Noise
Contribution level - Situation 1: Outdoor SP
9
Source Source group Source typeTr. lane Ldn
dB(A)
A
dB
Vac 22 Default industrial noise Point 23.5 0.0
Vac 23 Default industrial noise Point 23.3 0.0
Vac 24 Default industrial noise Point 23.0 0.0
Vac 25 Default industrial noise Point 22.8 0.0
Vac 26 Default industrial noise Point 22.6 0.0
Vac 27 Default industrial noise Point 22.4 0.0
Vac 28 Default industrial noise Point 22.1 0.0
Vac 29 Default industrial noise Point 21.9 0.0
Vac 30 Default industrial noise Point 21.7 0.0
Vac 31 Default industrial noise Point 23.5 0.0
Vac 32 Default industrial noise Point 23.4 0.0
Vac 1 Default industrial noise Point 25.4 0.0
Vac 2 Default industrial noise Point 25.1 0.0
Vac 3 Default industrial noise Point 24.8 0.0
Vac 4 Default industrial noise Point 24.5 0.0
Vac 5 Default industrial noise Point 24.3 0.0
Vac 6 Default industrial noise Point 24.0 0.0
Vac 7 Default industrial noise Point 23.8 0.0
Vac 8 Default industrial noise Point 23.5 0.0
Roof 01 Default industrial noise Area -8.3 0.0
Facade 01 Default industrial noise Area -1.0 0.0
Facade 02 Default industrial noise Area -8.8 0.0
Transmissive area 01 Default industrial noise Area 27.9 0.0
Facade 03 Default industrial noise Area 4.2 0.0
Facade 04 Default industrial noise Area -6.7 0.0
Transmissive area 02 Default industrial noise Area 41.1 0.0
SoundPLAN 8.2
MD Acoustics 1197 E Los Angeles Ave,Unit C 256 Simi Valley, CA 93065 USA 4
07402001_Sunny Carwash - Noise
Contribution spectra - Situation 1: Outdoor SP
23
Source Time
slice
Sum
dB(A)
25Hz
dB(A)
31.5Hz
dB(A)
40Hz
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
Receiver -120,59 Fl GF dB(A) Ldn 59.8 dB(A) Sigma(Ldn) 0.0 dB(A)
Facade 01 Ldn 3.7 2.9 -8.0 -10.8 -10.8 -16.7 -22.5 -36.0 -51.4
Facade 02 Ldn 9.2 7.2 -1.6 -3.1 0.4 -2.6 -5.7 -16.6 -28.7
Facade 03 Ldn 11.3 9.3 0.4 -1.9 2.4 -0.1 -3.6 -15.2 -29.5
Facade 04 Ldn -11.0 -11.6 -23.1 -25.9 -25.3 -32.2 -38.4 -52.9 -72.7
Roof 01 Ldn -3.5 -4.3 -15.2 -16.6 -16.9 -24.5 -28.1 -39.9 -53.7
Transmissive area 01 Ldn 59.4 33.9 39.4 38.7 47.8 54.9 56.1 48.3 34.2
Transmissive area 02 Ldn 25.8 12.7 14.7 11.5 17.9 21.4 20.5 9.7 -11.7
Vac 1 Ldn 30.3 -1.8 5.4 8.9 12.0 13.3 9.1 5.7 5.3 3.3 -4.5 -2.2 -1.9 1.7 7.5 8.8 13.8 13.2 18.5 21.0 21.5 23.0 23.4 20.3 17.9 12.6 2.5
Vac 2 Ldn 30.6 -1.6 5.6 9.1 12.2 13.5 9.4 6.1 5.6 3.6 -4.1 -1.8 -1.5 2.1 7.9 9.1 14.1 13.5 18.8 21.3 21.9 23.3 23.7 20.7 18.4 13.1 3.2
Vac 3 Ldn 31.0 -1.3 5.9 9.4 12.5 13.8 9.6 6.4 6.0 4.0 -3.7 -1.4 -1.1 2.5 8.2 9.5 14.4 13.7 19.1 21.5 22.2 23.6 24.1 21.0 18.8 13.7 3.9
Vac 4 Ldn 31.3 -1.0 6.2 9.7 12.8 14.1 10.0 6.8 6.4 4.4 -3.2 -0.9 -0.6 2.9 8.6 9.9 14.8 14.1 19.5 21.9 22.5 24.0 24.5 21.5 19.3 14.3 4.6
Vac 5 Ldn 31.1 -0.6 6.6 10.1 13.2 14.5 10.4 7.2 6.8 4.8 -2.7 -0.5 -0.1 3.4 9.0 10.3 15.1 13.6 19.0 21.5 22.1 23.6 24.2 21.3 19.2 14.4 5.0
Vac 6 Ldn 31.5 -0.2 7.0 10.5 13.6 14.9 10.8 7.6 7.2 5.2 -2.2 0.1 0.5 3.9 9.5 10.7 15.5 14.0 19.4 21.8 22.5 24.0 24.6 21.8 19.8 15.1 5.8
Vac 7 Ldn 32.0 0.2 7.4 10.9 14.0 15.3 11.2 8.0 7.6 5.6 -1.7 0.6 1.0 4.4 9.9 11.2 15.9 14.4 19.8 22.3 22.9 24.5 25.1 22.3 20.4 15.7 6.6
Vac 8 Ldn 32.5 0.7 7.9 11.4 14.5 15.8 11.7 8.5 8.1 6.1 -1.1 1.2 1.6 6.9 10.4 11.7 16.3 14.9 20.3 22.7 23.4 24.9 25.6 22.8 21.0 16.4 7.5
Vac 9 Ldn 33.6 1.7 8.9 12.4 15.5 16.8 12.7 9.6 9.2 7.2 0.4 2.7 3.0 8.1 11.6 12.9 17.4 15.9 21.3 23.7 24.4 26.0 26.7 24.0 22.3 18.0 9.4
Vac 10 Ldn 34.2 2.3 9.5 13.0 16.1 17.4 13.3 10.2 9.8 7.8 1.1 3.4 3.8 8.7 12.3 13.5 17.9 16.4 21.8 24.2 24.9 26.5 27.3 24.6 23.0 18.8 10.4
Vac 11 Ldn 34.8 2.8 10.0 13.5 16.6 17.9 13.8 10.8 10.4 8.4 1.8 4.1 4.5 9.3 12.9 14.1 18.4 16.9 22.4 24.7 25.5 27.1 27.8 25.3 23.7 19.6 11.3
Vac 12 Ldn 35.3 3.4 10.6 14.1 17.2 18.5 14.4 11.4 11.0 9.0 2.6 4.9 6.8 9.9 13.5 14.8 18.9 17.5 22.9 25.3 26.0 27.6 28.4 25.9 24.4 20.4 12.2
Vac 13 Ldn 36.0 4.1 11.3 14.8 17.9 19.2 15.1 12.1 11.7 9.7 3.5 5.8 7.6 10.7 14.3 15.5 19.5 18.1 23.5 25.9 26.6 28.3 29.1 26.6 25.2 21.2 13.2
Vac 14 Ldn 36.7 4.7 11.9 15.4 18.5 19.8 15.7 12.8 12.4 10.4 4.4 6.7 8.4 11.4 15.0 16.2 20.1 18.7 24.1 26.5 27.2 28.9 29.7 27.3 25.9 22.1 14.2
Vac 15 Ldn 37.4 5.4 12.6 16.1 19.2 20.5 16.4 13.5 13.1 11.1 5.4 7.7 9.3 12.2 15.7 17.0 20.8 19.3 24.8 27.1 27.9 29.6 30.4 28.0 26.7 23.0 15.2
Vac 16 Ldn 37.1 6.3 13.5 17.0 20.1 21.4 17.3 14.4 14.0 12.0 6.6 8.8 9.2 12.0 15.5 16.8 20.2 18.8 24.2 26.6 27.3 29.1 30.0 27.7 26.5 23.0 15.6
Vac 17 Ldn 32.2 -1.4 5.8 9.3 12.4 13.7 9.5 6.3 5.9 3.9 -3.8 -1.6 -1.2 2.4 8.8 11.5 16.5 15.0 20.4 22.8 23.4 24.9 25.4 22.3 20.1 15.0 5.1
Vac 18 Ldn 32.6 -1.1 6.1 9.6 12.7 14.0 9.9 6.7 6.3 4.2 -3.4 -1.1 -0.7 2.8 9.2 11.9 16.8 15.3 20.7 23.2 23.8 25.2 25.7 22.7 20.6 15.5 5.8
Vac 19 Ldn 32.9 -0.7 6.5 10.0 13.1 14.4 10.3 7.1 6.7 4.6 -2.9 -0.6 -0.2 3.2 9.5 12.2 17.1 15.7 21.1 23.5 24.1 25.6 26.1 23.2 21.1 16.1 6.6
Vac 20 Ldn 33.3 -0.3 6.9 10.4 13.5 14.8 10.7 7.5 7.1 5.1 -2.4 -0.1 0.3 3.7 9.9 12.6 17.5 16.0 21.4 23.8 24.5 26.0 26.5 23.6 21.6 16.7 7.3
Vac 21 Ldn 33.7 0.1 7.3 10.8 13.9 15.2 11.1 7.9 7.5 5.5 -1.9 0.4 0.8 4.2 10.3 13.1 17.8 16.4 21.8 24.2 24.8 26.3 26.9 24.1 22.1 17.3 8.1
Vac 22 Ldn 34.2 0.5 7.7 11.2 14.3 15.6 11.5 8.4 7.9 5.9 -1.3 1.0 1.4 4.7 12.2 13.5 18.2 16.7 22.1 24.6 25.2 26.7 27.4 24.5 22.6 18.0 8.9
Vac 23 Ldn 34.1 1.0 8.2 11.7 14.8 16.0 11.9 8.8 8.4 6.4 -0.7 1.6 2.0 5.3 12.2 13.4 18.0 16.6 22.0 24.4 25.1 26.6 27.3 24.5 22.7 18.2 9.3
Vac 24 Ldn 34.6 1.4 8.6 12.1 15.2 16.5 12.4 9.3 8.9 6.9 0.0 2.2 2.6 5.9 12.7 14.0 18.5 17.0 22.4 24.8 25.5 27.1 27.8 25.1 23.3 18.9 10.2
Vac 25 Ldn 33.5 1.9 9.1 12.6 15.7 17.0 12.9 9.9 9.4 7.4 0.6 2.9 3.3 7.9 11.5 12.7 17.2 15.7 21.1 23.5 24.2 25.8 26.5 23.8 22.1 17.8 9.2
Vac 26 Ldn 34.0 2.5 9.7 13.2 16.3 17.6 13.4 10.4 10.0 8.0 1.3 3.6 4.0 8.4 12.0 13.3 17.6 16.2 21.6 24.0 24.7 26.3 27.0 24.4 22.8 18.5 10.1
Vac 27 Ldn 33.4 3.0 10.2 13.7 16.8 18.1 14.0 11.0 10.6 8.6 2.1 4.4 4.8 7.9 11.5 12.7 16.8 15.4 20.8 23.2 23.9 25.6 26.4 23.8 22.4 18.4 10.3
Vac 28 Ldn 34.1 3.7 10.9 14.4 17.5 18.8 14.6 11.7 11.2 9.2 3.0 5.2 5.6 8.6 12.2 13.5 17.5 16.0 21.5 23.8 24.6 26.2 27.1 24.6 23.2 19.3 11.3
SoundPLAN 8.2
MD Acoustics 1197 E Los Angeles Ave,Unit C 256 Simi Valley, CA 93065 USA 1
07402001_Sunny Carwash - Noise
Contribution spectra - Situation 1: Outdoor SP
23
Source Time
slice
Sum
dB(A)
25Hz
dB(A)
31.5Hz
dB(A)
40Hz
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
Vac 29 Ldn 34.8 4.3 11.5 15.0 18.1 19.4 15.3 12.3 11.9 9.9 3.9 6.1 6.5 9.5 13.1 14.3 18.1 16.7 22.1 24.5 25.3 26.9 27.8 25.4 24.0 20.2 12.4
Vac 30 Ldn 35.6 5.0 12.2 15.7 18.8 20.1 16.0 13.1 12.7 10.7 4.8 7.1 7.5 10.4 14.0 15.2 18.9 17.5 22.9 25.2 26.0 27.7 28.6 26.2 24.9 21.3 13.6
Vac 31 Ldn 36.3 5.6 12.8 16.3 19.4 20.7 16.6 13.7 13.3 11.3 5.6 7.9 8.3 11.1 14.7 15.9 19.5 18.1 23.5 25.8 26.6 28.3 29.2 26.9 25.6 22.0 14.5
Vac 32 Ldn 36.9 6.2 13.4 16.9 20.0 21.3 17.1 14.3 13.9 11.8 6.3 8.6 9.0 11.8 15.3 16.6 20.1 18.6 24.1 26.4 27.2 28.9 29.8 27.5 26.3 22.8 15.3
Remaining contrib. of src
"Facade 01"Ldn
Remaining contrib. of src
"Facade 02"Ldn
Remaining contrib. of src
"Facade 03"Ldn
Remaining contrib. of src
"Facade 04"Ldn
Remaining contrib. of src "Roof
01"Ldn
Remaining contrib. of src
"Transmissive Ldn
Remaining contrib. of src
"Transmissive Ldn
Remaining contrib. of src "Vac
1"Ldn
Remaining contrib. of src "Vac
2"Ldn
Remaining contrib. of src "Vac
3"Ldn
Remaining contrib. of src "Vac
4"Ldn
Remaining contrib. of src "Vac
5"Ldn
Remaining contrib. of src "Vac
6"Ldn
Remaining contrib. of src "Vac
7"Ldn
Remaining contrib. of src "Vac
8"Ldn
Remaining contrib. of src "Vac
9"Ldn
Remaining contrib. of src "Vac
10"Ldn
SoundPLAN 8.2
MD Acoustics 1197 E Los Angeles Ave,Unit C 256 Simi Valley, CA 93065 USA 2
07402001_Sunny Carwash - Noise
Contribution spectra - Situation 1: Outdoor SP
23
Source Time
slice
Sum
dB(A)
25Hz
dB(A)
31.5Hz
dB(A)
40Hz
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
Remaining contrib. of src "Vac
11"Ldn
Remaining contrib. of src "Vac
12"Ldn
Remaining contrib. of src "Vac
13"Ldn
Remaining contrib. of src "Vac
14"Ldn
Remaining contrib. of src "Vac
15"Ldn
Remaining contrib. of src "Vac
16"Ldn
Remaining contrib. of src "Vac
17"Ldn
Remaining contrib. of src "Vac
18"Ldn
Remaining contrib. of src "Vac
19"Ldn
Remaining contrib. of src "Vac
20"Ldn
Remaining contrib. of src "Vac
21"Ldn
Remaining contrib. of src "Vac
22"Ldn
Remaining contrib. of src "Vac
23"Ldn
Remaining contrib. of src "Vac
24"Ldn
Remaining contrib. of src "Vac
25"Ldn
Remaining contrib. of src "Vac
26"Ldn
Remaining contrib. of src "Vac
27"Ldn
Remaining contrib. of src "Vac
28"Ldn
Remaining contrib. of src "Vac
29"Ldn
SoundPLAN 8.2
MD Acoustics 1197 E Los Angeles Ave,Unit C 256 Simi Valley, CA 93065 USA 3
07402001_Sunny Carwash - Noise
Contribution spectra - Situation 1: Outdoor SP
23
Source Time
slice
Sum
dB(A)
25Hz
dB(A)
31.5Hz
dB(A)
40Hz
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
Remaining contrib. of src "Vac
30"Ldn
Remaining contrib. of src "Vac
31"Ldn
Remaining contrib. of src "Vac
32"Ldn
Receiver -174,205 Fl GF dB(A) Ldn 45.2 dB(A) Sigma(Ldn) 0.0 dB(A)
Facade 01 Ldn -4.0 -4.6 -16.2 -18.1 -19.7 -26.8 -32.4 -46.5 -66.4
Facade 02 Ldn -12.0 -12.7 -24.8 -25.7 -26.8 -33.7 -37.0 -51.0 -71.5
Facade 03 Ldn 5.3 3.8 -5.7 -8.8 -4.5 -7.3 -10.9 -23.8 -42.4
Facade 04 Ldn -5.2 -6.8 -16.3 -19.2 -15.1 -17.8 -21.6 -34.7 -54.8
Roof 01 Ldn -10.0 -10.6 -22.7 -24.7 -25.8 -32.9 -35.0 -47.6 -65.8
Transmissive area 01 Ldn 26.8 11.9 12.8 13.0 17.7 21.3 23.1 13.0 -8.7
Transmissive area 02 Ldn 42.7 19.2 24.0 21.3 30.9 38.7 39.4 29.4 7.4
Vac 1 Ldn 29.0 -0.8 6.4 9.9 13.0 14.3 10.2 7.0 6.5 4.5 -3.0 -0.7 -0.4 3.1 6.7 8.0 12.8 11.3 16.7 19.1 19.8 21.3 21.8 19.0 17.0 12.2 2.8
Vac 2 Ldn 28.8 -0.9 6.3 9.8 12.8 14.1 10.0 6.8 6.4 4.4 -3.2 -0.9 -0.5 3.0 6.5 7.8 12.6 11.1 16.5 19.0 19.6 21.1 21.7 18.8 16.8 11.9 2.5
Vac 3 Ldn 28.7 -1.1 6.1 9.6 12.7 14.0 9.9 6.7 6.3 4.2 -3.4 -1.1 -0.7 2.8 6.4 7.6 12.5 11.0 16.4 18.8 19.5 21.0 21.5 18.6 16.6 11.7 2.3
Vac 4 Ldn 28.5 -1.2 6.0 9.5 12.6 13.8 9.7 6.5 6.1 4.1 -3.6 -1.3 -0.9 2.6 6.2 7.4 12.3 10.8 16.2 18.6 19.3 20.8 21.3 18.4 16.3 11.4 1.9
Vac 5 Ldn 28.2 -1.4 5.8 9.3 12.4 13.7 9.6 6.3 5.9 3.9 -3.8 -1.5 -1.2 2.4 6.0 7.2 12.1 10.6 16.0 18.5 19.1 20.6 21.1 18.2 16.0 11.1 1.5
Vac 6 Ldn 29.2 -1.6 5.6 9.1 12.2 13.5 9.4 6.1 5.7 3.7 -4.0 -1.8 -1.4 2.2 5.7 7.0 13.4 11.9 17.3 19.7 20.3 21.7 22.2 19.1 16.8 11.6 1.7
Vac 7 Ldn 26.0 -3.9 3.2 6.6 9.6 10.8 6.5 3.0 2.4 0.2 -5.4 -3.4 -3.5 -1.2 2.1 3.1 10.6 9.1 14.4 16.7 17.2 18.5 18.8 15.5 12.8 7.1 -3.4
Vac 8 Ldn 23.8 -4.2 2.8 6.1 9.0 10.0 5.6 1.8 1.0 -1.6 -6.9 -5.5 -6.1 -4.7 -2.0 -1.7 8.7 7.0 12.3 14.5 15.0 16.2 16.3 12.8 9.9 3.7 -7.6
Vac 9 Ldn 24.3 -5.4 1.5 4.6 7.3 8.0 3.3 -1.0 -2.2 -5.3 -9.9 -8.7 -9.4 -8.8 -6.2 -6.0 7.8 6.3 11.6 15.7 16.1 17.3 17.4 13.8 10.6 4.1 -7.7
Vac 10 Ldn 24.1 -5.9 1.0 4.0 6.6 7.3 2.5 -1.9 -3.2 -6.3 -10.6 -9.4 -10.1 -9.5 -6.9 -6.7 7.7 6.1 11.4 15.6 16.0 17.2 17.2 13.6 10.4 3.9 -8.0
Vac 11 Ldn 24.0 -6.3 0.6 3.6 6.2 6.8 1.9 -2.5 -3.9 -7.0 -11.1 -9.9 -10.6 -10.0 -7.4 -7.2 7.5 6.0 11.3 15.4 15.9 17.0 17.1 13.4 10.2 3.6 -8.4
Vac 12 Ldn 23.8 -6.6 0.2 3.2 5.7 6.4 1.4 -3.1 -4.4 -7.6 -11.5 -10.2 -10.9 -10.4 -7.8 -7.5 7.4 5.9 11.1 15.3 15.8 16.9 17.0 13.3 10.0 3.4 -8.7
Vac 13 Ldn 23.7 -7.0 -0.1 2.9 5.4 6.0 1.1 -3.5 -4.9 -8.0 -11.8 -10.5 -11.1 -10.7 -8.0 -7.8 7.3 5.7 11.0 15.2 15.6 16.8 16.8 13.1 9.8 3.1 -9.0
Vac 14 Ldn 24.0 -7.2 -0.4 2.6 5.2 5.8 0.9 -3.8 -5.1 -8.2 -11.9 -10.6 -11.3 -10.8 -8.2 -7.9 7.2 5.6 10.9 15.1 16.2 17.3 17.3 13.4 10.0 3.1 -9.2
Vac 15 Ldn 20.1 -7.4 -0.6 2.4 5.0 5.6 0.7 -4.0 -5.4 -8.5 -12.1 -10.8 -11.4 -11.0 -8.4 -8.1 -2.7 -5.3 -1.1 10.8 12.7 13.7 13.4 9.3 5.4 -2.2 -15.7
Vac 16 Ldn 20.0 -7.7 -0.8 2.2 4.7 5.4 0.4 -4.3 -5.6 -8.7 -12.2 -10.9 -11.5 -11.1 -8.5 -8.2 -7.2 -6.1 -1.8 10.7 12.6 13.6 13.3 9.2 5.2 -2.5 -16.0
Vac 17 Ldn 27.2 -2.1 5.1 8.6 11.7 13.0 8.9 5.3 4.9 2.9 -5.0 -2.7 -2.4 1.3 4.8 6.1 11.2 9.7 15.1 17.5 18.1 19.5 19.9 16.9 14.6 9.3 -0.8
Vac 18 Ldn 29.0 -2.2 5.0 8.5 11.6 12.9 8.8 5.2 4.8 2.8 -5.1 -0.7 -0.4 3.3 6.9 8.1 13.2 11.8 17.1 19.5 20.1 21.5 21.9 18.8 16.4 11.0 0.7
Vac 19 Ldn 28.8 -2.3 4.9 8.4 11.5 12.8 8.7 5.1 4.7 2.7 -5.3 -0.9 -0.5 3.2 6.7 8.0 13.1 11.6 17.0 19.4 20.0 21.4 21.8 18.6 16.2 10.7 0.4
Vac 20 Ldn 28.7 -2.4 4.8 8.3 11.4 12.7 8.6 5.0 4.6 2.5 -5.4 -1.0 -0.6 3.0 6.6 7.9 13.0 11.5 16.9 19.3 19.9 21.3 21.6 18.5 16.0 10.5 0.1
Vac 21 Ldn 28.6 -2.5 4.7 8.2 11.3 12.6 8.5 4.8 4.4 2.4 -5.6 -1.2 -0.8 2.9 6.5 7.7 12.9 11.4 16.8 19.2 19.7 21.1 21.5 18.3 15.8 10.3 -0.2
Vac 22 Ldn 28.4 -2.6 4.6 8.1 11.2 12.5 8.4 4.7 4.3 2.3 -5.7 -1.3 -0.9 2.8 6.3 7.6 12.8 11.3 16.6 19.1 19.6 21.0 21.3 18.1 15.6 10.0 -0.5
SoundPLAN 8.2
MD Acoustics 1197 E Los Angeles Ave,Unit C 256 Simi Valley, CA 93065 USA 4
07402001_Sunny Carwash - Noise
Contribution spectra - Situation 1: Outdoor SP
23
Source Time
slice
Sum
dB(A)
25Hz
dB(A)
31.5Hz
dB(A)
40Hz
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
Vac 23 Ldn 28.2 -2.7 4.5 8.0 11.1 12.4 8.3 4.6 4.2 2.1 -5.9 -1.5 -1.1 2.6 6.2 7.4 12.6 11.1 16.5 18.9 19.5 20.8 21.2 17.9 15.4 9.7 -0.9
Vac 24 Ldn 28.1 -2.8 4.4 7.9 11.0 12.3 8.2 4.4 4.0 2.0 -6.1 -1.6 -1.3 2.5 6.0 7.3 12.5 11.0 16.4 18.8 19.3 20.7 21.0 17.7 15.1 9.5 -1.2
Vac 25 Ldn 24.6 -5.0 2.1 5.5 8.5 9.6 5.4 1.4 0.7 -1.6 -6.8 -2.4 -2.4 0.4 3.7 4.7 9.5 7.9 13.1 15.4 15.8 17.0 17.2 13.8 11.0 5.0 -6.1
Vac 26 Ldn 24.9 -5.3 1.8 5.1 8.0 9.1 4.7 0.5 -0.3 -2.9 -7.9 -3.2 -3.2 -0.4 2.9 3.9 8.8 7.2 12.5 16.1 16.5 17.7 17.8 14.3 11.3 5.1 -6.3
Vac 27 Ldn 20.4 -5.7 1.3 4.6 7.4 8.4 3.9 -0.4 -1.4 -4.2 -8.9 -4.7 -5.1 -4.5 -1.9 -1.7 -0.2 -2.8 1.5 2.8 12.9 13.9 13.6 9.4 5.5 -2.2 -15.8
Vac 28 Ldn 20.0 -6.1 0.9 4.1 6.9 7.8 3.2 -1.3 -2.3 -5.2 -9.7 -8.4 -6.1 -5.6 -3.1 -2.9 -1.6 -4.1 0.2 1.6 12.8 13.7 13.4 9.3 5.3 -2.5 -16.2
Vac 29 Ldn 19.8 -6.5 0.5 3.7 6.4 7.3 2.6 -2.0 -3.1 -6.0 -10.3 -8.9 -6.8 -6.4 -3.8 -3.6 -2.4 -4.8 -0.4 0.9 12.7 13.6 13.3 9.1 5.1 -2.7 -16.5
Vac 30 Ldn 18.1 -6.8 0.1 3.2 6.0 6.8 2.1 -2.6 -3.7 -6.7 -10.7 -9.4 -7.2 -6.8 -4.2 -4.0 -2.9 -5.3 -0.9 0.5 10.4 11.4 11.1 6.9 3.0 -4.8 -18.5
Vac 31 Ldn 17.7 -7.1 -0.1 3.0 5.7 6.5 1.8 -2.9 -4.1 -7.1 -11.0 -9.7 -10.2 -9.7 -7.1 -6.8 -5.4 -7.8 -3.4 -2.0 10.2 11.1 10.9 6.7 2.7 -5.1 -18.8
Vac 32 Ldn 17.6 -7.3 -0.4 2.7 5.4 6.2 1.5 -3.3 -4.5 -7.4 -11.2 -9.9 -10.4 -9.9 -7.3 -7.0 -5.7 -8.1 -3.7 -2.3 10.1 11.1 10.8 6.6 2.6 -5.2 -19.1
Remaining contrib. of src
"Facade 01"Ldn
Remaining contrib. of src
"Facade 02"Ldn
Remaining contrib. of src
"Facade 03"Ldn
Remaining contrib. of src
"Facade 04"Ldn
Remaining contrib. of src "Roof
01"Ldn
Remaining contrib. of src
"Transmissive Ldn
Remaining contrib. of src
"Transmissive Ldn
Remaining contrib. of src "Vac
1"Ldn
Remaining contrib. of src "Vac
2"Ldn
Remaining contrib. of src "Vac
3"Ldn
Remaining contrib. of src "Vac
4"Ldn
Remaining contrib. of src "Vac
5"Ldn
Remaining contrib. of src "Vac
6"Ldn
Remaining contrib. of src "Vac
7"Ldn
SoundPLAN 8.2
MD Acoustics 1197 E Los Angeles Ave,Unit C 256 Simi Valley, CA 93065 USA 5
07402001_Sunny Carwash - Noise
Contribution spectra - Situation 1: Outdoor SP
23
Source Time
slice
Sum
dB(A)
25Hz
dB(A)
31.5Hz
dB(A)
40Hz
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
Remaining contrib. of src "Vac
8"Ldn
Remaining contrib. of src "Vac
9"Ldn
Remaining contrib. of src "Vac
10"Ldn
Remaining contrib. of src "Vac
11"Ldn
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12"Ldn
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13"Ldn
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14"Ldn
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15"Ldn
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16"Ldn
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17"Ldn
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18"Ldn
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19"Ldn
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20"Ldn
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21"Ldn
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22"Ldn
Remaining contrib. of src "Vac
23"Ldn
Remaining contrib. of src "Vac
24"Ldn
Remaining contrib. of src "Vac
25"Ldn
Remaining contrib. of src "Vac
26"Ldn
SoundPLAN 8.2
MD Acoustics 1197 E Los Angeles Ave,Unit C 256 Simi Valley, CA 93065 USA 6
07402001_Sunny Carwash - Noise
Contribution spectra - Situation 1: Outdoor SP
23
Source Time
slice
Sum
dB(A)
25Hz
dB(A)
31.5Hz
dB(A)
40Hz
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
Remaining contrib. of src "Vac
27"Ldn
Remaining contrib. of src "Vac
28"Ldn
Remaining contrib. of src "Vac
29"Ldn
Remaining contrib. of src "Vac
30"Ldn
Remaining contrib. of src "Vac
31"Ldn
Remaining contrib. of src "Vac
32"Ldn
Receiver -205,227 Fl GF dB(A) Ldn 44.1 dB(A) Sigma(Ldn) 0.0 dB(A)
Facade 01 Ldn -4.4 -5.0 -16.8 -19.1 -20.6 -27.6 -33.4 -48.2 -69.8
Facade 02 Ldn -7.2 -7.9 -19.3 -21.9 -21.9 -27.6 -33.7 -49.2 -72.0
Facade 03 Ldn 4.9 3.3 -6.3 -10.0 -4.8 -7.3 -11.4 -24.6 -45.1
Facade 04 Ldn -6.4 -7.9 -17.6 -20.6 -16.4 -19.0 -22.9 -36.5 -58.0
Roof 01 Ldn -10.3 -10.8 -23.0 -24.8 -25.9 -33.1 -36.0 -49.0 -69.1
Transmissive area 01 Ldn 31.1 18.4 20.2 17.3 22.5 26.9 25.6 13.4 -11.3
Transmissive area 02 Ldn 41.5 18.3 22.7 19.9 29.6 37.5 38.2 27.7 4.2
Vac 1 Ldn 27.1 -2.2 5.0 8.5 11.6 12.9 8.8 5.2 4.8 2.8 -5.1 -2.8 -2.5 1.2 4.7 6.0 11.1 9.6 15.0 17.4 18.0 19.4 19.8 16.7 14.4 9.1 -1.0
Vac 2 Ldn 26.8 -2.3 4.9 8.4 11.5 12.8 8.6 5.0 4.6 2.6 -5.3 -3.1 -2.7 0.9 4.5 5.8 10.9 9.4 14.8 17.2 17.8 19.2 19.6 16.5 14.1 8.7 -1.5
Vac 3 Ldn 26.6 -2.5 4.7 8.2 11.3 12.6 8.5 4.9 4.5 2.4 -5.6 -3.3 -2.9 0.7 4.3 5.6 10.7 9.2 14.6 17.0 17.6 19.0 19.4 16.2 13.8 8.4 -1.9
Vac 4 Ldn 26.4 -2.6 4.6 8.1 11.2 12.5 8.4 4.7 4.2 2.2 -5.8 -3.5 -3.2 0.5 4.1 5.3 10.5 9.0 14.4 16.8 17.4 18.7 19.1 16.0 13.5 8.0 -2.4
Vac 5 Ldn 26.2 -2.8 4.4 7.9 11.0 12.3 8.2 4.5 4.1 2.0 -6.0 -3.8 -3.4 0.3 3.9 5.1 10.3 8.8 14.2 16.6 17.2 18.5 18.9 15.7 13.2 7.6 -2.9
Vac 6 Ldn 26.0 -2.9 4.3 7.8 10.9 12.2 8.1 4.3 3.8 1.8 -6.3 -4.0 -3.6 0.1 3.6 4.9 10.1 8.6 14.0 16.4 16.9 18.3 18.6 15.4 12.8 7.2 -3.4
Vac 7 Ldn 25.7 -3.1 4.1 7.6 10.7 12.0 7.9 4.1 3.7 1.6 -6.5 -4.2 -3.8 -0.1 3.4 4.7 9.9 8.4 13.8 16.2 16.7 18.1 18.4 15.1 12.5 6.8 -3.9
Vac 8 Ldn 26.9 -3.2 4.0 7.5 10.6 11.9 7.8 3.9 3.5 1.4 -6.7 -4.4 -4.1 -0.3 3.2 4.5 9.7 10.0 15.3 17.7 18.2 19.5 19.7 16.3 13.5 7.5 -3.6
Vac 9 Ldn 23.3 -5.6 1.5 4.9 7.9 9.1 4.8 0.7 0.1 -2.1 -7.5 -5.6 -5.7 -3.6 -0.4 0.5 4.6 7.0 12.2 14.5 14.8 15.9 15.9 12.1 8.8 2.1 -10.0
Vac 10 Ldn 21.9 -5.9 1.2 4.6 7.5 8.6 4.3 0.0 -0.7 -3.2 -8.5 -6.9 -7.3 -5.9 -3.2 -2.8 0.6 5.6 10.8 13.1 13.4 14.4 14.4 10.6 7.2 0.3 -12.2
Vac 11 Ldn 21.5 -6.2 0.8 4.1 7.0 8.0 3.6 -0.9 -1.8 -4.4 -9.5 -8.1 -8.8 -7.7 -5.1 -4.9 -2.0 5.1 10.3 12.6 13.0 14.1 14.0 10.2 6.8 -0.2 -12.8
Vac 12 Ldn 21.2 -6.6 0.5 3.7 6.5 7.5 2.9 -1.7 -2.7 -5.5 -10.4 -9.1 -9.8 -8.9 -6.3 -6.0 -3.6 4.9 10.1 12.4 12.8 13.8 13.8 9.9 6.5 -0.6 -13.3
Vac 13 Ldn 20.9 -6.9 0.0 3.2 6.0 6.9 2.3 -2.5 -3.6 -6.5 -11.1 -9.8 -10.5 -9.7 -7.1 -6.9 -4.8 4.6 9.9 12.2 12.6 13.6 13.6 9.7 6.2 -1.0 -13.8
Vac 14 Ldn 20.7 -7.3 -0.3 2.9 5.6 6.5 1.8 -3.0 -4.2 -7.1 -11.6 -10.3 -10.9 -10.2 -7.6 -7.3 -5.4 4.5 9.7 12.0 12.4 13.5 13.4 9.5 5.9 -1.3 -14.2
Vac 15 Ldn 21.8 -7.6 -0.6 2.5 5.2 6.1 1.4 -3.5 -4.7 -7.7 -12.0 -10.6 -11.2 -10.6 -8.0 -7.7 -6.0 4.3 9.6 11.9 14.2 15.2 15.0 11.0 7.3 -0.2 -13.5
Vac 16 Ldn 21.6 -7.9 -1.0 2.2 4.8 5.6 0.9 -4.1 -5.3 -8.2 -12.3 -11.0 -11.6 -11.0 -8.3 -8.0 -6.4 4.2 9.4 11.7 14.0 15.0 14.9 10.8 7.0 -0.5 -14.0
Vac 17 Ldn 25.6 -3.1 4.1 7.6 10.7 11.9 7.8 4.0 3.6 1.5 -6.6 -4.3 -4.0 -0.2 3.3 4.6 9.8 8.3 13.7 16.1 16.6 18.0 18.3 15.0 12.4 6.6 -4.2
SoundPLAN 8.2
MD Acoustics 1197 E Los Angeles Ave,Unit C 256 Simi Valley, CA 93065 USA 7
07402001_Sunny Carwash - Noise
Contribution spectra - Situation 1: Outdoor SP
23
Source Time
slice
Sum
dB(A)
25Hz
dB(A)
31.5Hz
dB(A)
40Hz
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
Vac 18 Ldn 25.4 -3.3 3.9 7.4 10.5 11.8 7.7 3.8 3.4 1.4 -6.8 -4.5 -4.1 -0.4 3.1 4.4 9.7 8.2 13.5 15.9 16.5 17.8 18.1 14.8 12.1 6.3 -4.6
Vac 19 Ldn 27.3 -3.4 3.8 7.3 10.4 11.7 7.6 3.7 3.2 1.2 -7.0 -2.4 -2.1 1.7 5.2 6.5 11.8 10.3 15.6 18.0 18.6 19.9 20.1 16.7 14.0 8.0 -3.1
Vac 20 Ldn 27.1 -3.5 3.7 7.2 10.3 11.6 7.5 3.5 3.1 1.0 -7.1 -2.6 -2.3 1.5 5.1 6.3 11.6 10.1 15.5 17.9 18.4 19.7 19.9 16.5 13.7 7.6 -3.6
Vac 21 Ldn 26.9 -3.6 3.6 7.0 10.1 11.4 7.3 3.3 2.9 0.9 -7.3 -5.1 -2.4 1.3 4.9 6.1 11.5 10.0 15.3 17.7 18.2 19.5 19.7 16.3 13.4 7.3 -4.0
Vac 22 Ldn 26.7 -3.8 3.4 6.9 10.0 11.3 7.2 3.2 2.7 0.7 -7.5 -5.3 -2.6 1.2 4.7 6.0 11.3 9.8 15.1 17.6 18.0 19.3 19.5 16.0 13.1 6.9 -4.5
Vac 23 Ldn 26.5 -3.9 3.3 6.8 9.9 11.2 7.1 3.0 2.6 0.5 -7.7 -5.4 -2.8 1.0 4.6 5.8 11.2 9.7 15.0 17.4 17.9 19.1 19.3 15.8 12.9 6.6 -4.9
Vac 24 Ldn 26.3 -4.0 3.2 6.7 9.8 11.1 6.9 2.8 2.4 0.4 -7.9 -5.6 -3.0 0.8 4.4 5.6 11.0 9.5 14.8 17.2 17.7 18.9 19.1 15.6 12.6 6.2 -5.4
Vac 25 Ldn 26.1 -4.2 3.0 6.5 9.6 10.9 6.8 2.6 2.2 0.2 -8.1 -5.8 -3.1 0.7 4.2 5.5 10.8 9.3 14.7 17.1 17.5 18.7 18.9 15.3 12.3 5.9 -5.9
Vac 26 Ldn 25.9 -4.3 2.9 6.4 9.5 10.8 6.7 2.5 2.1 0.0 -8.3 -6.0 -3.3 0.5 4.0 5.3 10.7 9.2 14.5 16.9 17.3 18.6 18.7 15.1 12.0 5.5 -6.3
Vac 27 Ldn 25.8 -4.4 2.8 6.3 9.4 10.7 6.5 2.3 1.9 -0.1 -8.4 -6.2 -3.5 0.3 3.9 5.1 10.5 9.0 14.3 16.7 17.2 18.4 18.5 14.9 11.7 5.1 -6.8
Vac 28 Ldn 25.6 -4.6 2.6 6.1 9.2 10.5 6.4 2.1 1.7 -0.3 -8.6 -6.4 -3.7 0.1 3.7 4.9 10.4 8.8 14.2 16.5 17.0 18.2 18.3 14.6 11.4 4.8 -7.3
Vac 29 Ldn 25.4 -4.7 2.5 6.0 9.1 10.4 6.3 2.0 1.5 -0.5 -8.8 -6.5 -3.9 0.0 3.5 4.8 10.2 8.7 14.0 16.4 16.8 18.0 18.0 14.4 11.1 4.4 -7.8
Vac 30 Ldn 23.2 -6.7 0.4 3.9 6.9 8.1 4.0 -0.5 -1.0 -3.2 -9.0 -6.7 -6.4 -1.0 2.4 3.5 8.3 6.7 11.9 14.3 14.6 15.7 15.7 11.9 8.5 1.6 -10.8
Vac 31 Ldn 22.3 -6.9 0.3 3.7 6.8 8.0 3.8 -0.7 -1.3 -3.5 -9.1 -6.9 -6.5 -1.4 1.9 2.9 7.7 6.0 11.2 13.4 13.7 14.8 14.6 10.7 7.2 0.2 -12.5
Vac 32 Ldn 15.7 -7.0 0.1 3.6 6.6 7.8 3.5 -1.0 -1.6 -3.9 -9.2 -7.0 -7.2 -5.8 -2.9 -2.5 0.8 -1.4 3.2 4.8 4.5 4.9 4.1 -0.5 -4.7 -12.4 -25.8
Remaining contrib. of src
"Facade 01"Ldn
Remaining contrib. of src
"Facade 02"Ldn
Remaining contrib. of src
"Facade 03"Ldn
Remaining contrib. of src
"Facade 04"Ldn
Remaining contrib. of src "Roof
01"Ldn
Remaining contrib. of src
"Transmissive Ldn
Remaining contrib. of src
"Transmissive Ldn
Remaining contrib. of src "Vac
1"Ldn
Remaining contrib. of src "Vac
2"Ldn
Remaining contrib. of src "Vac
3"Ldn
Remaining contrib. of src "Vac
4"Ldn
SoundPLAN 8.2
MD Acoustics 1197 E Los Angeles Ave,Unit C 256 Simi Valley, CA 93065 USA 8
07402001_Sunny Carwash - Noise
Contribution spectra - Situation 1: Outdoor SP
23
Source Time
slice
Sum
dB(A)
25Hz
dB(A)
31.5Hz
dB(A)
40Hz
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
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SoundPLAN 8.2
MD Acoustics 1197 E Los Angeles Ave,Unit C 256 Simi Valley, CA 93065 USA 9
07402001_Sunny Carwash - Noise
Contribution spectra - Situation 1: Outdoor SP
23
Source Time
slice
Sum
dB(A)
25Hz
dB(A)
31.5Hz
dB(A)
40Hz
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
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Receiver -300,194 Fl GF dB(A) Ldn 43.1 dB(A) Sigma(Ldn) 0.0 dB(A)
Facade 01 Ldn -1.0 -1.7 -12.8 -16.4 -15.1 -19.6 -25.5 -41.2 -64.5
Facade 02 Ldn -8.8 -9.3 -21.8 -24.8 -25.0 -30.8 -37.0 -52.9 -77.4
Facade 03 Ldn 4.2 2.7 -7.1 -10.9 -5.6 -8.1 -12.2 -25.8 -47.3
Facade 04 Ldn -6.7 -8.2 -17.9 -21.0 -16.8 -19.4 -23.3 -37.0 -58.9
Roof 01 Ldn -8.3 -9.0 -20.6 -21.6 -22.1 -29.9 -34.5 -49.5 -70.9
Transmissive area 01 Ldn 27.9 16.2 16.8 13.4 18.9 23.6 22.7 10.5 -15.3
Transmissive area 02 Ldn 41.1 18.0 22.4 19.5 29.2 37.2 37.8 27.2 3.3
Vac 1 Ldn 25.4 -3.3 3.9 7.4 10.5 11.8 7.7 3.8 3.3 1.3 -6.8 -4.6 -4.2 -0.5 3.1 4.4 9.6 8.1 13.5 15.9 16.4 17.7 18.0 14.7 12.0 6.2 -4.7
Vac 2 Ldn 25.1 -3.5 3.7 7.2 10.3 11.6 7.5 3.5 3.1 1.1 -7.1 -4.9 -4.5 -0.7 2.8 4.1 9.4 7.8 13.2 15.6 16.1 17.4 17.7 14.3 11.6 5.6 -5.5
Vac 3 Ldn 24.8 -3.7 3.5 7.0 10.1 11.4 7.3 3.3 2.8 0.8 -7.4 -5.1 -4.8 -1.0 2.6 3.8 9.1 7.6 12.9 15.4 15.9 17.2 17.4 14.0 11.2 5.1 -6.1
Vac 4 Ldn 24.5 -3.9 3.3 6.8 9.9 11.2 7.1 3.0 2.6 0.6 -7.7 -5.4 -5.0 -1.3 2.3 3.5 8.9 7.4 12.7 15.1 15.6 16.9 17.1 13.6 10.7 4.6 -6.8
Vac 5 Ldn 24.3 -4.1 3.1 6.6 9.7 11.0 6.9 2.8 2.4 0.3 -7.9 -5.7 -5.3 -1.5 2.1 3.3 8.7 7.1 12.5 14.9 15.4 16.6 16.8 13.3 10.4 4.1 -7.4
Vac 6 Ldn 24.0 -4.2 3.0 6.5 9.5 10.8 6.7 2.5 2.1 0.1 -8.2 -5.9 -5.5 -1.7 1.8 3.1 8.4 6.9 12.2 14.6 15.1 16.3 16.5 13.0 10.0 3.6 -8.1
Vac 7 Ldn 23.8 -4.4 2.8 6.3 9.4 10.7 6.6 2.3 1.9 -0.1 -8.4 -6.2 -5.8 -2.0 1.6 2.8 8.2 6.7 12.0 14.4 14.9 16.1 16.2 12.6 9.6 3.1 -8.7
Vac 8 Ldn 23.5 -4.6 2.6 6.1 9.2 10.5 6.4 2.1 1.7 -0.3 -8.7 -6.4 -6.0 -2.2 1.3 2.6 8.0 6.5 11.8 14.2 14.6 15.8 15.9 12.3 9.2 2.6 -9.4
Vac 9 Ldn 23.0 -5.0 2.2 5.7 8.8 10.1 6.0 1.6 1.2 -0.8 -9.2 -6.9 -6.5 -2.7 0.9 2.1 7.5 6.0 11.3 13.7 14.1 15.3 15.3 11.6 8.3 1.5 -10.8
Vac 10 Ldn 22.7 -5.1 2.1 5.6 8.7 9.9 5.8 1.4 1.0 -1.0 -9.4 -7.1 -6.8 -2.9 0.6 1.9 7.3 5.8 11.1 13.5 13.9 15.0 15.0 11.3 7.9 1.0 -11.4
Vac 11 Ldn 22.5 -5.3 1.9 5.4 8.5 9.8 5.7 1.2 0.8 -1.2 -9.6 -7.3 -7.0 -3.1 0.4 1.7 7.1 5.6 10.9 13.3 13.7 14.8 14.8 11.0 7.6 0.6 -12.1
SoundPLAN 8.2
MD Acoustics 1197 E Los Angeles Ave,Unit C 256 Simi Valley, CA 93065 USA 10
07402001_Sunny Carwash - Noise
Contribution spectra - Situation 1: Outdoor SP
23
Source Time
slice
Sum
dB(A)
25Hz
dB(A)
31.5Hz
dB(A)
40Hz
dB(A)
50Hz
dB(A)
63Hz
dB(A)
80Hz
dB(A)
100Hz
dB(A)
125Hz
dB(A)
160Hz
dB(A)
200Hz
dB(A)
250Hz
dB(A)
315Hz
dB(A)
400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
dB(A)
6.3kHz
dB(A)
8kHz
dB(A)
Vac 12 Ldn 22.3 -5.4 1.8 5.2 8.3 9.6 5.5 1.0 0.6 -1.4 -9.8 -7.5 -7.2 -3.3 0.2 1.5 6.9 5.4 10.7 13.1 13.5 14.6 14.5 10.7 7.2 0.1 -12.7
Vac 13 Ldn 22.0 -5.6 1.6 5.1 8.2 9.5 5.4 0.8 0.4 -1.6 -10.0 -7.7 -7.4 -3.5 0.0 1.3 6.8 5.2 10.5 12.9 13.2 14.3 14.3 10.4 6.8 -0.4 -13.3
Vac 14 Ldn 21.8 -5.7 1.4 4.9 8.0 9.3 5.2 0.6 0.2 -1.8 -10.2 -7.9 -7.6 -3.7 -0.1 1.1 6.6 5.0 10.3 12.7 13.0 14.1 14.0 10.1 6.5 -0.8 -13.9
Vac 15 Ldn 21.6 -5.9 1.3 4.8 7.9 9.2 5.1 0.4 0.0 -2.0 -10.3 -8.1 -7.7 -3.9 -0.3 0.9 6.4 4.9 10.1 12.5 12.9 13.9 13.8 9.8 6.1 -1.2 -14.5
Vac 16 Ldn 21.4 -6.0 1.1 4.6 7.7 9.0 4.9 0.2 -0.2 -2.2 -10.5 -8.3 -7.9 -4.1 -0.5 0.7 6.2 4.7 9.9 12.3 12.6 13.7 13.5 9.5 5.8 -1.7 -15.1
Vac 17 Ldn 24.8 -3.7 3.5 7.0 10.1 11.4 7.3 3.2 2.8 0.8 -7.4 -5.1 -4.8 -1.0 2.6 3.8 9.1 7.6 12.9 15.4 15.9 17.2 17.4 14.0 11.2 5.1 -6.1
Vac 18 Ldn 24.5 -3.9 3.3 6.8 9.9 11.2 7.1 3.0 2.6 0.6 -7.7 -5.4 -5.0 -1.3 2.3 3.5 8.9 7.4 12.7 15.1 15.6 16.9 17.1 13.6 10.7 4.6 -6.8
Vac 19 Ldn 24.3 -4.1 3.1 6.6 9.7 11.0 6.9 2.8 2.4 0.3 -7.9 -5.7 -5.3 -1.5 2.1 3.3 8.7 7.1 12.5 14.9 15.4 16.6 16.8 13.3 10.4 4.1 -7.4
Vac 20 Ldn 24.0 -4.2 3.0 6.5 9.5 10.8 6.7 2.5 2.1 0.1 -8.2 -5.9 -5.5 -1.7 1.8 3.1 8.4 6.9 12.2 14.6 15.1 16.4 16.5 13.0 10.0 3.6 -8.1
Vac 21 Ldn 23.8 -4.4 2.8 6.3 9.4 10.7 6.6 2.3 1.9 -0.1 -8.4 -6.1 -5.8 -2.0 1.6 2.8 8.2 6.7 12.0 14.4 14.9 16.1 16.2 12.7 9.6 3.1 -8.7
Vac 22 Ldn 23.5 -4.6 2.6 6.1 9.2 10.5 6.4 2.1 1.7 -0.3 -8.6 -6.4 -6.0 -2.2 1.4 2.6 8.0 6.5 11.8 14.2 14.6 15.8 15.9 12.3 9.2 2.6 -9.3
Vac 23 Ldn 23.3 -4.7 2.4 5.9 9.0 10.3 6.2 1.9 1.5 -0.5 -8.9 -6.6 -6.2 -2.4 1.1 2.4 7.8 6.3 11.6 14.0 14.4 15.6 15.7 12.0 8.8 2.2 -10.0
Vac 24 Ldn 23.0 -4.9 2.3 5.8 8.9 10.2 6.1 1.7 1.3 -0.8 -9.1 -6.8 -6.5 -2.6 0.9 2.2 7.6 6.1 11.4 13.8 14.2 15.4 15.4 11.7 8.4 1.7 -10.6
Vac 25 Ldn 22.8 -5.1 2.1 5.6 8.7 10.0 5.9 1.5 1.1 -1.0 -9.3 -7.0 -6.7 -2.8 0.7 2.0 7.4 5.9 11.2 13.5 14.0 15.1 15.1 11.4 8.1 1.2 -11.2
Vac 26 Ldn 22.6 -5.2 2.0 5.5 8.6 9.8 5.7 1.3 0.9 -1.2 -9.5 -7.2 -6.9 -3.0 0.5 1.7 7.2 5.7 11.0 13.3 13.8 14.9 14.9 11.1 7.7 0.7 -11.8
Vac 27 Ldn 22.4 -5.4 1.8 5.3 8.4 9.7 5.6 1.1 0.6 -1.4 -9.7 -7.5 -7.1 -3.2 0.3 1.5 7.0 5.5 10.8 13.1 13.5 14.6 14.6 10.8 7.3 0.3 -12.5
Vac 28 Ldn 22.1 -5.6 1.6 5.1 8.2 9.5 5.4 0.9 0.4 -1.6 -9.9 -7.7 -7.3 -3.4 0.1 1.3 6.8 5.3 10.6 12.9 13.3 14.4 14.3 10.5 6.9 -0.2 -13.1
Vac 29 Ldn 21.9 -5.7 1.5 5.0 8.1 9.4 5.3 0.7 0.3 -1.8 -10.1 -7.9 -7.5 -3.6 -0.1 1.1 6.6 5.1 10.4 12.7 13.1 14.2 14.1 10.2 6.6 -0.7 -13.7
Vac 30 Ldn 21.7 -5.9 1.3 4.8 7.9 9.2 5.1 0.5 0.1 -2.0 -10.3 -8.1 -7.7 -3.8 -0.3 0.9 6.4 4.9 10.2 12.5 12.9 14.0 13.8 9.9 6.2 -1.2 -14.4
Vac 31 Ldn 23.5 -6.0 1.2 4.7 7.8 9.1 5.0 0.3 -0.1 -2.1 -10.4 -8.2 -7.8 -4.0 -0.4 0.8 6.3 4.8 12.6 14.9 15.2 16.3 16.2 12.2 8.4 1.0 -12.4
Vac 32 Ldn 23.4 -6.1 1.1 4.6 7.7 9.0 4.9 0.2 -0.2 -2.3 -10.6 -8.3 -8.0 -4.1 -0.5 0.7 6.2 4.6 12.4 14.8 15.1 16.1 16.0 12.0 8.2 0.6 -12.8
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SoundPLAN 8.2
MD Acoustics 1197 E Los Angeles Ave,Unit C 256 Simi Valley, CA 93065 USA 11
07402001_Sunny Carwash - Noise
Contribution spectra - Situation 1: Outdoor SP
23
Source Time
slice
Sum
dB(A)
25Hz
dB(A)
31.5Hz
dB(A)
40Hz
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50Hz
dB(A)
63Hz
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100Hz
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125Hz
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160Hz
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200Hz
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250Hz
dB(A)
315Hz
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400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
dB(A)
4kHz
dB(A)
5kHz
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6.3kHz
dB(A)
8kHz
dB(A)
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SoundPLAN 8.2
MD Acoustics 1197 E Los Angeles Ave,Unit C 256 Simi Valley, CA 93065 USA 12
07402001_Sunny Carwash - Noise
Contribution spectra - Situation 1: Outdoor SP
23
Source Time
slice
Sum
dB(A)
25Hz
dB(A)
31.5Hz
dB(A)
40Hz
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50Hz
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63Hz
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80Hz
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100Hz
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125Hz
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160Hz
dB(A)
200Hz
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250Hz
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315Hz
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400Hz
dB(A)
500Hz
dB(A)
630Hz
dB(A)
800Hz
dB(A)
1kHz
dB(A)
1.25kHz
dB(A)
1.6kHz
dB(A)
2kHz
dB(A)
2.5kHz
dB(A)
3.15kHz
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4kHz
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5kHz
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6.3kHz
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SoundPLAN 8.2
MD Acoustics 1197 E Los Angeles Ave,Unit C 256 Simi Valley, CA 93065 USA 13
Appendix D:
TJW Engineering Traffic Report
6 Venture, Suite 225 | Irvine, California 92618 | t: (949) 878-3509
www.tjwengineering.com
February 9, 2021
Mr. Nicholas Lowe
Consultant Traffic Engineer
City of Lake Elsinore
130 South Main Street
Lake Elsinore, CA 92530
SUBJECT: Sunny Express Car Wash Vehicle Miles Traveled Memorandum, City of Lake Elsinore
Dear Mr. Lowe,
TJW Engineering, Inc. (TJW) is pleased to submit this Vehicle Miles Traveled (VMT) memorandum for the
proposed Sunny Express Car Wash project in the City of Lake Elsinore. The proposed project includes 5,436
square foot express car wash. A site plan is attached for reference. The purpose of this memorandum is to
summarize VMT analysis results.
Proposed Project
The project site is located at 31401 Riverside Drive south west of the intersection Riverside Drive and Walnut
Drive in the City of Lake Elsinore. The project will construct a 5,436 square foot express car wash. Site access
will be provided at Riverside Drive.
Vehicle Miles Traveled (VMT) Review
Senate Bill (SB) 743 was adopted in 2013 requiring the Governor’s Office of Planning and Research (OPR) to
identify new metrics for identifying and mitigating transportation impacts within the California
Environmental Quality Act (CEQA). For land use projects, OPR has identified Vehicle Miles Traveled (VMT) as
the new metric for transportation analysis under CEQA. The regulatory changes to the CEQA guidelines that
implement SB 743 were approved on December 28th, 2018 with an implementation date of July 1st, 2020 as
the new metric.
Mr. Lowe
Vehicle Miles Traveled Memorandum
February 9, 2021
Page 2
TJW Engineering, Inc.
SAS21001 Sunny Express Carwash VMT Memo 02092021
The following VMT guidelines are based on the WRCOG Implementation Pathway Study, March 2019, which
provides options for both methodologies and VMT screening. As stated in City Traffic Impact Analysis
guidelines, it is anticipated that the proposed project will be screened out per the following screening steps:
Step 2: Low VMT Area Screening
Residential and office projects located within a low VMT-generating area may be presumed to have a
less than significant impact absent substantial evidence to the contrary. In addition, other employment-
related and mixed-use land use projects may qualify for the use of screening if the project can reasonably
be expected to generate VMT per resident, per worker, or per service population that is similar to the
existing land uses in the low VMT area.
For this screening in the WRCOG area, the RIVTAM travel forecasting model was used to measure VMT
performance for individual jurisdictions and for individual traffic analysis zones (TAZs). TAZs are
geographic polygons similar to Census block groups used to represent areas of homogenous travel
behavior. Total daily VMT per service population (population plus employment) was estimated for each
TAZ. As shown in Exhibit 1, the RIVTAM model indicates the proposed project will be located within a low
VMT generating area and is presumed to have a less than significant impact.
Step 3: Project Type Screening
Local serving retail projects less than 50,000 square feet may be presumed to have a less than significant
impact absent substantial evidence to the contrary. Local serving retail generally improves the convenience
of shopping close to home and has the effect of reducing vehicle travel. The proposed project will be local
serving under 50,000 square feet and is presumed to have a less than significant impact.
Summary
This memorandum provides an overview of the VMT analysis for the proposed project for consistency with
the new CEQA Guidelines. As stated in the City Traffic Impact Analysis guidelines, it was determined the
proposed project passes the WRCOG Screening process and is presumed to have a less than significant
transportation impact. The proposed project is a local serving retail project with less than 50,000 square feet
and is within a low VMT generating area, therefore the proposed project does not require a further VMT
analysis.
Mr. Lowe
Vehicle Miles Traveled Memorandum
February 9, 2021
Page 3
TJW Engineering, Inc.
SAS21001 Sunny Express Carwash VMT Memo 02092021
Please contact us at (949) 878-3509 if you have any questions regarding this memorandum.
Sincerely,
Thomas Wheat, PE, TE Daniel Flores, EIT
President Project Engineer
Registered Civil Engineer #69467
Registered Traffic Engineer #2565
Mr. Lowe
Vehicle Miles Traveled Memorandum
February 9, 2021
Page 4
TJW Engineering, Inc.
SAS21001 Sunny Express Carwash VMT Memo 02092021
Exhibit 1: WRCOG VMT Screening Tool Results
In Out Total In Out TotalAM PM DailySingle-Tunnel Automated Car Wash1.00 Tunnel 900 900 36.00 50:50 18 18 36 190.00 50:50 41 41 8220% 20% 20%Pass-By Trips -180 -4 -4 -8 -8 -8 -16Net Total 720 14 14 28 33 33 662: LADOT Traffic Study Policies and Procedures (2017)Table 1: Proposed Project Trip GenerationPass By %'s 2Rate Volume RateIn:Out SplitVolumeRateIn:Out SplitPM Peak HourVolumeUnitDaily Trips (ADTs) AM Peak Hour1: SANDAG, April 2002Proposed Land Use1Qty
(NOT SO)BRIEF GUIDE OF VEHICULAR TRAFFIC GENERATION RATESFOR THE SAN DIEGO REGION
APRIL 2002
LAND USE TRIP CATEGORIES ESTIMATED WEEKDAY VEHICLE HIGHEST PEAK HOUR % (plus IN:OUT ratio) TRIP LENGTH
[PRIMARY:DIVERTED:PASS-BY]P TRIP GENERATION RATE (DRIVEWAY)Between 6:00-9:30 A.M. Between 3:00-6:30 P.M.(Miles)L
AGRICULTURE (Open Space) ..........................[80:18:2]2/acre**10.8
AIRPORT ........................................................[78:20:2]12.5
Commercial 60/acre, 100/flight, 70/1000 sq. ft.* ** 5% (6:4) 6% (5:5)
General Aviation 6/acre, 2/flight, 6/based aircraft* ** 9% (7:3) 15% (5:5)
Heliports 100/acre**
AUTOMOBILES
Car Wash
Automatic 900/site, 600/acre** 4% (5:5) 9% (5:5)
Self-serve 100/wash stall** 4% (5:5) 8% (5:5)
Gasoline ....................................................[21:51:28]2.8
with/Food Mart 160/vehicle fueling space** 7% (5:5) 8% (5:5)
with/Food Mart & Car Wash 155/vehicle fueling space** 8% (5:5) 9% (5:5)
Older Service Station Design 150/vehicle fueling space, 900/station** 7% (5:5) 9% (5:5)
Sales (Dealer & Repair) 50/1000 sq. ft., 300/acre, 60/service stall* ** 5% (7:3) 8% (4:6)
Auto Repair Center 20/1000 sq. ft., 400/acre, 20/service stall* 8% (7:3) 11% (4:6)
Auto Parts Sales 60/1000 sq. ft. ** 4% 10%
Quick Lube 40/service stall** 7% (6:4) 10% (5:5)
Tire Store 25/1000 sq. ft., 30/service stall** 7% (6:4) 11% (5:5)
CEMETERY 5/acre*
CHURCH (or Synagogue) ................................[64:25:11]9/1000 sq. ft., 30/acre** (quadruple rates 5% (6:4) 8% (5:5) 5.1
for Sunday, or days of assembly)
COMMERCIAL/RETAILS
Super Regional Shopping Center 35/1000 sq. ft.,
C 400/acre* 4%(7:3) 10% (5:5)
(More than 80 acres, more than
800,000 sq. ft., w/usually 3+
major stores)
Regional Shopping Center .........................[54:35:11]50/1000 sq. ft.,C 500/acre* 4%(7:3) 9% (5:5) 5.2
(40-80acres, 400,000-800,000
sq. ft., w/usually 2+ major stores)
Community Shopping Center ......................[47:31:22]80/1000 sq. ft., 700/acre* ** 4%(6:4) 10% (5:5) 3.6
(15-40 acres, 125,000-400,000 sq. ft.,
w/usually 1 major store, detached
restaurant(s), grocery and drugstore)
Neighborhood Shopping Center 120/1000 sq. ft., 1200/acre* ** 4% (6:4) 10% (5:5)
(Less than 15 acres, less than
125,000 sq. ft., w/usually grocery
& drugstore, cleaners, beauty & barber shop,
& fast food services)
Commercial Shops ......................................[45:40:15]
Specialty Retail/Strip Commercial 40/1000 sq. ft., 400/acre* 3% (6:4) 9% (5:5) 4.3
Electronics Superstore 50/1000 sq. ft**10% (5:5)
Factory Outlet 40/1000 sq. ft.** 3% (7:3) 9% (5:5)
Supermarket 150/1000 sq. ft., 2000/acre* ** 4% (7:3) 10% (5:5)
Drugstore 90/1000 sq. ft.** 4% (6:4) 10% (5:5)
Convenience Market (15-16 hours)500/1000 sq. ft.** 8% (5:5) 8% (5:5)
Convenience Market (24 hours)700/1000 sq. ft.** 9% (5:5) 7% (5:5)
Convenience Market (w/gasoline pumps) 850/1000 sq. ft., 550/vehicle fueling space** 6% (5:5) 7% (5:5)
Discount Club 60/1000 sq. ft., 600/acre* ** 1% (7:3) 9% (5.5)
Discount Store 60/1000 sq. ft., 600/acre** 3% (6:4) 8% (5:5)
Furniture Store 6/1000 sq. ft., 100/acre** 4% (7:3) 9% (5:5)
Lumber Store 30/1000 sq. ft., 150/acre** 7% (6:4) 9% (5:5)
Home Improvement Superstore 40/1000 sq. ft.** 5% (6:4) 8% (5:5)
Hardware/Paint Store 60/1000 sq. ft., 600/acre** 2% (6:4) 9% (5:5)
Garden Nursery 40/1000 sq. ft., 90/acre** 3% (6:4) 10% (5:5)
Mixed Use: Commercial (w/supermarket)/Residential 110/1000 sq. ft., 2000/acre* (commercial only) 3% (6:4) 9% (5:5)
5/dwelling unit, 200/acre* (residential only) 9% (3:7) 13% (6:4)
EDUCATION
University (4 years) .......................................[91:9:0]2.4/student, 100 acre* 10%(8:2) 9% (3:7) 8.9
Junior College (2 years) ................................[92:7:1] 1.2/student, 24/1000 sq. ft., 120/acre* ** 12%(8:2) 9% (6:4) 9.0
High School ...............................................[75:19:6]1.3/student, 15/1000 sq. ft., 60/acre* ** 20%(7:3) 10% (4:6) 4.8
Middle/Junior High ...................................[63:25:12]1.4/student, 12/1000 sq. ft. 50/acre** 30%(6:4) 9% (4:6) 5.0
Elementary ...............................................[57:25:10]1.6/student, 14/1000 sq. ft., 90/acre* ** 32%(6:4) 9% (4:6) 3.4
Day Care .................................................[28:58:14]5/child, 80/1000 sq. ft.** 17%(5:5) 18% (5:5) 3.7
FINANCIALS ..................................................[35:42:23]3.4
Bank (Walk-In only) 150/1000 sq. ft., 1000/acre* ** 4% (7:3) 8% (4:6)
with Drive-Through 200/1000 sq. ft., 1500/acre* 5% (6:4) 10% (5:5)
Drive-Through only 250 (125 one-way)/lane* 3% (5:5) 13% (5:5)
Savings & Loan 60/1000 sq. ft., 600/acre** 2%9%
Drive-Through only 100 (50 one-way)/lane** 4% 15%
HOSPITAL ......................................................[73:25:2]8.3
General 20/bed, 25/1000 sq. ft., 250/acre* 8%(7:3) 10% (4:6)
Convalescent/Nursing 3/bed** 7%(6:4) 7% (4:6)
INDUSTRIAL
Industrial/Business Park (commercial included)........[79:19:2]16/1000 sq. ft., 200/acre* ** 12% (8:2) 12% (2:8) 9.0
Industrial Park (no commercial)8/1000 sq. ft., 90/acre** 11%(9:1) 12% (2:8)
Industrial Plant (multiple shifts).............................[92:5:3] 10/1000 sq. ft., 120/acre* 14%(8:2) 15% (3:7)11.7
Manufacturing/Assembly 4/1000 sq. ft., 50/acre** 19%(9:1) 20% (2:8)
Warehousing 5/1000 sq. ft., 60/acre** 13%(7:3) 15% (4:6)
Storage 2/1000 sq. ft., 0.2/vault, 30/acre* 6%(5:5) 9% (5:5)
Science Research & Development 8/1000 sq. ft., 80/acre* 16%(9:1) 14% (1:9)
Landfill & Recycling Center 6/acre 11%(5:5) 10% (4:6)
NOTE: This listing only represents a guide of average, or estimated, traffic generation "driveway" rates and some very general trip data for land uses (emphasis on acreage and building square footage)
in the San Diego region. These rates (both local and national) are subject to change as future documentation becomes available, or as regional sources are updated. For more specific information
regarding traffic data and trip rates, please refer to the San Diego Traffic Generators manual. Always check with local jurisdictions for their preferred or applicable rates.
(OVER)
401 B Street, Suite 800
San Diego, California 92101
(619) 699-1900 • Fax (619) 699-1950
MEMBER AGENCIES: Cities of Carlsbad, Chula Vista, Coronado, Del Mar, El Cajon, Encinitas, Escondido, Imperial Beach, La Mesa, Lemon Grove, National City,
Oceanside, Poway, San Diego, San Marcos, Santee, Solana Beach, Vista and County of San Diego.
ADVISORY/LIAISON MEMBERS: California Department of Transportation, County Water Authority, U.S. Department of Defense, S.D. Unified Port District and Tijuana/Baja California.
{
Appendix E:
Construction Noise Modeling Output
Activity
Leq at 80 feet
dBA
LMax at 80 feet
dBA
Grading 82 83
Building Construction 78 79
Paving 79 82
Equipment Summary
Reference (dBA)
50 ft Lmax
Rock Drills 96
Jack Hammers 82
Pneumatic Tools 85
Pavers 80
Dozers 85
Scrappers 87
Haul Trucks 88
Cranes 82
Portable Generators 80
Rollers 80
Tractors 80
Front-End Loaders 86
Hydraulic Excavators 86
Graders 86
Air Compressors 86
Trucks 86
Grading
Noise Level Calculation Prior to Implementation of Noise Attenuation Requirements
Lmax Leq
1 Grader 86 1 40 80 0.5 0 80.9 76.9 49176773.9
2 Dozer 85 1 40 80 0.5 0 79.9 75.9 39062500
3 Excavator 86 1 40 80 0.5 0 80.9 76.9 49176773.9
4 Tractor/Backhoe 80 1 40 80 0.5 0 74.9 70.9 12352647.1
Source: MD Acoustics, July 2018.Lmax*83 Leq 82
1- Percentage of time that a piece of equipment is operating at full power.Lw 115 Lw 113
dBA – A-weighted Decibels
Lmax- Maximum Level
Leq- Equivalent Level
Feet Meters Ground Effect
No
Shielding
Leq dBA
1 dBA
Shielding
Leq dBA
2 dBA
Shielding
Leq dBA
3 dBA
Shielding
Leq dBA
4 dBA
Shielding
Leq dBA
5 dBA
Shielding
Leq dBA
6 dBA
Shielding
Leq dBA
7 dBA
Shielding
Leq dBA
8 dBA
Shielding
Leq dBA
9 dBA
Shielding
Leq dBA
10 dBA
Shielding
Leq dBA
11 dBA
Shielding
LeqdBA
12 dBA
Shielding
Leq dBA
13 dBA
Shielding
Leq dBA
14 dBA
Shielding
Leq dBA
15 dBA
Shielding
Leq dBA
50 15.2 0.5 82 81 80 79 78 77 76 75 74 73 72 71 70 69 68 67
60 18.3 0.5 80 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65
70 21.3 0.5 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63
80 24.4 0.5 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62
90 27.4 0.5 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60
100 30.5 0.5 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59
110 33.5 0.5 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58
120 36.6 0.5 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57
130 39.6 0.5 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56
140 42.7 0.5 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56
150 45.7 0.5 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55
160 48.8 0.5 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54
170 51.8 0.5 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53
180 54.9 0.5 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53
190 57.9 0.5 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52
200 61.0 0.5 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52
210 64.0 0.5 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51
220 67.1 0.5 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51
230 70.1 0.5 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50
240 73.1 0.5 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50
250 76.2 0.5 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49
260 79.2 0.5 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49
270 82.3 0.5 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48
280 85.3 0.5 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48
290 88.4 0.5 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48
300 91.4 0.5 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47
310 94.5 0.5 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47
320 97.5 0.5 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47
330 100.6 0.5 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46
340 103.6 0.5 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46
350 106.7 0.5 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46
360 109.7 0.5 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45
370 112.8 0.5 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45
Shielding
(dBA)
Calculated (dBA)
EnergyNo.Equipment Description
Reference (dBA)
50 ft Lmax
Ground
EffectQuantity
Usage
Factor1
Distance to
Receptor
(ft)
Building Construction
Noise Level Calculation Prior to Implementation of Noise Attenuation Requirements
Lmax Leq
1 Cranes 82 1 40 80 0.5 0 76.9 72.9 19577626.3
2 Forklift/Tractor 80 1 40 80 0.5 0 74.9 70.9 12352647.1
3 Generator 80 1 40 80 0.5 0 74.9 70.9 12352647.1
4 Tractor/Backhoe 80 1 40 80 0.5 0 74.9 70.9 12352647.1
Source: MD Acoustics, July 2018.Lmax*79 Leq 78
1- Percentage of time that a piece of equipment is operating at full power.Lw 111 Lw 109
dBA – A-weighted Decibels
Lmax- Maximum Level
Leq- Equivalent Level
Feet Meters Ground Effect
No
Shielding
Leq dBA
1 dBA
Shielding
Leq dBA
2 dBA
Shielding
Leq dBA
3 dBA
Shielding
Leq dBA
4 dBA
Shielding
Leq dBA
5 dBA
Shielding
Leq dBA
6 dBA
Shielding
Leq dBA
7 dBA
Shielding
Leq dBA
8 dBA
Shielding
Leq dBA
9 dBA
Shielding
Leq dBA
10 dBA
Shielding
Leq dBA
11 dBA
Shielding
LeqdBA
12 dBA
Shielding
Leq dBA
13 dBA
Shielding
Leq dBA
14 dBA
Shielding
Leq dBA
15 dBA
Shielding
Leq dBA
50 15.2 0.5 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63
60 18.3 0.5 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61
70 21.3 0.5 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59
80 24.4 0.5 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57
90 27.4 0.5 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56
100 30.5 0.5 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55
110 33.5 0.5 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54
120 36.6 0.5 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53
130 39.6 0.5 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52
140 42.7 0.5 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51
150 45.7 0.5 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51
160 48.8 0.5 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50
170 51.8 0.5 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49
180 54.9 0.5 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49
190 57.9 0.5 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48
200 61.0 0.5 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47
210 64.0 0.5 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47
220 67.1 0.5 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46
230 70.1 0.5 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46
240 73.1 0.5 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45
250 76.2 0.5 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45
260 79.2 0.5 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45
270 82.3 0.5 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44
280 85.3 0.5 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44
290 88.4 0.5 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43
300 91.4 0.5 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43
310 94.5 0.5 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43
320 97.5 0.5 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42
330 100.6 0.5 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42
340 103.6 0.5 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42
350 106.7 0.5 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41
360 109.7 0.5 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41
370 112.8 0.5 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42 41
Ground
Effect
Shielding
(dBA)
Calculated (dBA)
EnergyNo.Equipment Description
Reference (dBA)
50 ft Lmax Quantity
Usage
Factor1
Distance to
Receptor
(ft)
Paving
Noise Level Calculation Prior to Implementation of Noise Attenuation Requirements
Lmax Leq
1 Pavers 86 1 40 80 0.5 0 80.9 76.9 49176773.9
2 Rollers 80 1 40 80 0.5 0 74.9 70.9 12352647.1
3 Paving Equipment 80 1 40 80 0.5 0 74.9 70.9 12352647.1
Source: MD Acoustics, July 2018.Lmax*82 Leq 79
1- Percentage of time that a piece of equipment is operating at full power.Lw 114 Lw 110
dBA – A-weighted Decibels
Lmax- Maximum Level
Leq- Equivalent Level
Feet Meters Ground Effect
No
Shielding
Leq dBA
1 dBA
Shielding
Leq dBA
2 dBA
Shielding
Leq dBA
3 dBA
Shielding
Leq dBA
4 dBA
Shielding
Leq dBA
5 dBA
Shielding
Leq dBA
6 dBA
Shielding
Leq dBA
7 dBA
Shielding
Leq dBA
8 dBA
Shielding
Leq dBA
9 dBA
Shielding
Leq dBA
10 dBA
Shielding
Leq dBA
11 dBA
Shielding
LeqdBA
12 dBA
Shielding
Leq dBA
13 dBA
Shielding
Leq dBA
14 dBA
Shielding
Leq dBA
15 dBA
Shielding
Leq dBA
50 15.2 0.5 79 78 77 76 75 74 73 72 71 70 69 68 67 66 65 64
60 18.3 0.5 77 76 75 74 73 72 71 70 69 68 67 66 65 64 63 62
70 21.3 0.5 75 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60
80 24.4 0.5 74 73 72 71 70 69 68 67 66 65 64 63 62 61 60 59
90 27.4 0.5 72 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57
100 30.5 0.5 71 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56
110 33.5 0.5 70 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55
120 36.6 0.5 69 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54
130 39.6 0.5 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53
140 42.7 0.5 68 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53
150 45.7 0.5 67 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52
160 48.8 0.5 66 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51
170 51.8 0.5 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50
180 54.9 0.5 65 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50
190 57.9 0.5 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49
200 61.0 0.5 64 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49
210 64.0 0.5 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48
220 67.1 0.5 63 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48
230 70.1 0.5 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47
240 73.1 0.5 62 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47
250 76.2 0.5 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46
260 79.2 0.5 61 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46
270 82.3 0.5 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45
280 85.3 0.5 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45
290 88.4 0.5 60 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45
300 91.4 0.5 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44
310 94.5 0.5 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44
320 97.5 0.5 59 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44
330 100.6 0.5 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43
340 103.6 0.5 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43
350 106.7 0.5 58 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43
360 109.7 0.5 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42
370 112.8 0.5 57 56 55 54 53 52 51 50 49 48 47 46 45 44 43 42
Ground
Effect
Shielding
(dBA)
Calculated (dBA)
EnergyNo.Equipment Description
Reference (dBA)
50 ft Lmax Quantity
Usage
Factor1
Distance to
Receptor
(ft)
Project: Sunny Car Wash Date:2/10/21
Source:Large Bulldozer
Scenario:Unmitigated
Location:
Address:
PPV = PPVref(25/D)^n (in/sec)
Equipment =INPUT SECTION IN BLUE
Type
PPVref =0.089 Reference PPV (in/sec) at 25 ft.
D =15.00 Distance from Equipment to Receiver (ft)
n = 1.10 Vibration attenuation rate through the ground
PPV =0.156 IN/SEC OUTPUT IN RED
DATA OUT RESULTS
2 Large Bulldozer
Note: Based on reference equations from Vibration Guidance Manual, California Department of Transportation, 2006, pgs 38-43.
VIBRATION LEVEL IMPACT
Project Site
DATA INPUT
City of Lake Elsinore
Planning Commission
Meeting Minutes
Tuesday, May 18, 2021
CALL TO ORDER
A Regular meeting of the Planning Commission of the City of Lake Elsinore was held in the Cultural
Center, 183 North Main Street, on the above date. The meeting was called to order at 6:01 p.m. by
Vice Chairman Gray.
PLEDGE OF ALLEGIANCE
The Pledge of Allegiance was led by Commissioner Dobler.
ROLL CALL
Present - Commissioners Mathew Dobler, Michael Carroll and Vice Chairman Gray
Absent - Chairman Rendell Klaarenbeek and Commissioner Jodi Peters
PUBLIC COMMENTS – NON AGENDIZED ITEMS – 3 MINUTES
There were no members of the Public appearing to speak.
CONSENT CALENDAR ITEM(S)
None.
PUBLIC HEARING(S)
Planning Application No. 2020-106 (Sunny Express Carwash) Requesting to Demolish Two (2) Existing
Abandoned Buildings and Construct a New a 5,436 sq. ft. Automated Carwash
The Public Hearing was opened at 6:04 p.m. There were no conflict of Interest disclosures. Assistant
Community Development Director Kirk affirmed receipt of Proof of Publication and noted that no written
communication had been received.
Damaris Abraham, Senior Planner presented the staff presentation.
No questions were asked of staff.
Vice Chairman Gray opened the item to receive public comment from the applicant or other interested
parties. Assistant Community Development Director Kirk confirmed there was no request to speak.
Commissioner Dobler opined on his position that Riverside Drive in the area had two existing carwashes
with a new, third carwash also planned. He questioned whether another carwash facility was needed for
this area.
Assistant Community Development Director Kirk responded to the question.
Assistant City Attorney David Mann asked for clarification that there were no issues with proximity of
Commissioner residents to the subject site. Commissioners Carroll and Dobler clarified that there were
none.
Public Hearing was closed at 6:09.
Vice chairman Gray moved to adopt:
Resolution 2021-XX:
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING CONDITIONAL USE PERMIT NO. 2020-17 TO ESTABLISH A 5,436
SQUARE FOOT AUTOMATED CARWASH LOCATED AT 31401 RIVERSIDE DRIVE (APN: 379-160-
002).
Resolution 2021-XX:
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING COMMERCIAL DESIGN REVIEW NO. 2020-01 PROVIDING BUILDING
DESIGN AND RELATED IMPROVEMENTS FOR A 5,436 SQUARE FOOT AUTOMATED CARWASH
LOCATED AT 31401 RIVERSIDE DRIVE (APN: 379-160-002).
Motion failed for the lack of a second.
Assistant Community Development Director Kirk inquired as to the nature of the item due to the failure of
a second, specifically if the item was considered continued or would it require noticed again for further
consideration. Assistant City Attorney Mann clarified that the action was a motion to approve to the item.
Assistant City Attorney Mann asked if there was another motion that would like to be made, either to not
approve the project or to continue the item until there was a full quorum.
Public hearing was reopened at 6:11.
Commissioner Carroll expressed his concerns with the project were similar to Commissioner Dobler,
noting that with the two existing carwashes and the new carwash located at the corner of Lincoln and
Riverside, another carwash was not needed. He concluded by stating he was not sure what further motion
to make.
Assistant City Attorney Mann clarified that no additional motion was required and the lack of the second
to the original motion would constitute no action being taken by the Planning Commission. The applicant
would have the opportunity to appeal the lack of action taken to the City Council.
Commissioner Dobler stated that seemed appropriate. Commissioner Dobler provided additional
comments related to the application and his concerns.
Assistant City Attorney Mann clarified that as there was no further action on the item, the Applicant could
appeal the action and inquired as to the filling deadline.
Assistant Community Development Director clarified the deadline.
Public hearing was closed again at 6:14. Vice Chairman Gray thanked the other commissioners for their
opinions and position on the matter.
Planning Application No. 2016-56 (Running Deer Estates) for the Design and Construction of 96 Single-
Family Residential Units and a Variance Request for Lot 7 of Tract No. 31957
The Public Hearing was opened at 6:15 p.m. There were no conflict of Interest disclosures. Assistant
Community Development Director Kirk affirmed receipt of Proof of Publication and noted that written
notification had been received three (3) emails that were provided to the commission and would read
them into the record during the public comment period.
Damaris Abraham, Senior Planner presented the staff presentation.
No questions from staff.
Vice Chairman Gray opened the item to receive public comment from the applicant or other interested
parties.
Assistant Community Development Director Kirk read into the record the letters received from; 1 Jessica
Ceron, Christy Foraker and Angelo Fallara.
Christy Foraker provided additional comments regarding the development.
Assistant Community Development Director Kirk provided
Brian Oakes, clarified the nature the of drainage ditch that was no longer being used due to the
improvements in topography, would create a hazard as the new fence would create an unmaintained
drainage facility and attract a nuisance.
Commissioner Carroll provided additional questions regarding the existing v-ditch and easement
condition.
Richard Holtz, Asserted the easement would be vacated as the electrical lines would be undergrounded.
Asked what the buffer area would look like. Stated his concerns with the development, the loss of views,
and what say so in the matter.
Commissioner Carroll expressed that the resident would have a say so as the Commission is listening to
the residents and that the issue with the easement was not the Planning Commission.
Edgar Gomez, Richmond America established that there is an Edison easement in the buffer area and
that the project is conditioned, and they are working with Edison on the relocation/undergrounding of the
electrical lines and they would work with Edison on the vacation of the easement. Additionally, he
expressed that he could not find any additional information related to the drainage easement, stated that
the project would construct a block wall on the project boundary and clarified privacy concerns.
Assistant Community Development Director clarified the vacation of the easement process and stated
that the Engineering Division would monitor the process.
Public Hearing was closed at 6:54.
Commissioner Dobler moved and was seconded by Commissioner Carroll:
Resolution 2021-XX:
Adopt A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, FINDING THAT PLANNING APPLICATION NO. 2016-56 (RESIDENTIAL DESIGN
REVIEW NO. 2021-01 AND VARIANCE NO. 2021-01) IS CONSISTENT WITH THE WESTERN
RIVERSIDE COUNTY MULTIPLE SPECIES HABITAT CONSERVATION PLAN (MSHCP);
Resolution 2021-XX:
Adopt A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING RESIDENTIAL DESIGN REVIEW NO. 2021-01 PROVIDING BUILDING
DESIGNS AND RELATED
IMPROVEMENTS FOR 96 SINGLE-FAMILY RESIDENTIAL UNITS LOCATED WITHIN TRACT NO.
31957;
Resolution 2021-XX:
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING VARIANCE NO. 2021-01 FOR LOT 7 OF TRACT 31957 TO ENCROACH
5.6 FEET INTO THE REQUIRED 20 FOOT REAR YARD SETBACK DUE TO SITE CONSTRAINTS.
Vote
Yes – Commissioners Dobler and Carroll and Vice Chairman Gray
Noes –
Abstentions -
Absent – Chairman Rendell Klaarenbeek and Commissioner Jodi Peters
Planning Application No. 2019-63 (Lakeview Plaza) for a New Neighborhood Shopping Center with Four
(4) Buildings (43,120 sq. ft. in Total) and 207 Parking Spaces
The Public Hearing was opened at 6:55 p.m. There were no conflict of Interest disclosures. Assistant
Community Development Director Kirk affirmed receipt of Proof of Publication and noted that no written
communication had been received.
Damaris Abraham, Senior Planner presented the staff presentation.
No questions for staff.
Vice Chairman Gray opened the item to receive public comment from the applicant or other interested
parties.
Ali Baddi (sp?), project architect provided comments in support of the project.
Public Hearing was closed at 7:00.
Commissioner Dobler moved and was seconded by Commissioner Carroll to adopt:
Resolution 2021-XX:
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, RECOMMENDING ADOPTION OF FINDINGS THAT PLANNING APPLICATION NO.
2019-63 (TENTATIVE
PARCEL MAP NO. 37854 AND COMMERCIAL DESIGN REVIEW NO. 2019-24) IS CONSISTENT WITH
THE WESTERN RIVERSIDE COUNTY MULTIPLE SPECIES HABITAT CONSERVATION PLAN
(MSHCP);
Resolution 2021-XX:
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, RECOMMENDING APPROVAL OF TENTATIVE PARCEL MAP NO. 37854
SUBDIVIDING 3.9 ACRES INTO FOUR PARCELS RANGING IN SIZE FROM 0.48 ACRES TO 1.49
ACRES LOCATED AT APNS 375-092-002 THROUGH 006
Resolution 2021-XX:
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, RECOMMENDING APPROVAL OF COMMERCIAL DESIGN REVIEW NO. 2019 -24
PROVIDING BUILDING DESIGN AND RELATED IMPROVEMENTS FOR THE LAKEVIEW PLAZA
PROJECT LOCATED AT APNS 375-092-002 THROUGH 006.
Vote
Yes – Commissioners Dobler and Carroll and Vice Chairman Gray
Noes –
Abstentions -
Absent – Chairman Rendell Klaarenbeek and Commissioner Jodi Peters
BUSINESS ITEM(S)
None.
STAFF COMMENTS
Assistant Community Development Director provided a brief update.
COMMISSIONERS' COMMENTS
Commissioner Carroll provided summary comments.
Commissioner Dobler provided summary comments.
Commission
ADJOURNMENT
There being no further business to come before the Commission, the meeting was adjourned at 7:05
p.m. to Tuesday, June 1, 2021, at the Cultural Center, 183 N. Main Street, Lake Elsinore, CA 92530.
___________________________________
___________________________________
Rendell Klaarenbeek
Chair
Justin Kirk
Assistant Community Development Director