HomeMy WebLinkAbout2022-011 PA 2019-34 (Lake & Mountain Commercial Center) - CEQARESOLUTION NO. 2022-11
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, CERTIFYING THE ENVIRONMENTAL IMPACT REPORT (ER
2020-03) (SCH NO. 2020080538) FOR PLANNING APPLICATION NO. 2019-34
(TENTATIVE TRACT MAP NO. 37922, CONDITIONAL USE PERMIT NO. 2019-
19, AND COMMERCIAL DESIGN REVIEW NO. 2019-27), ADOPTING FINDINGS
PURSUANT TO THE CALIFORNIA ENVIRONMENTAL QUALITY ACT, AND
ADOPTING A MITIGATION MONITORING AND REPORTING PROGRAM
Whereas, Danny Singh, Tiger Petroleum, Inc. has filed an application with the City of Lake
Elsinore (City) requesting approval of Planning Application No. 2019-34 (Tentative Tract Map No.
37922, Conditional Use Permit No. CUP 2019-19, and Commercial Design Review No. 2019-27)
to develop an approximately 32,695 square foot (SF) commercial retail center on 6.07 acres of
land (Project). The Project proposes to subdivide the site into six (6) lots ranging in size from 0.66
acres to 1.10 acres. The remaining 0.44-acre portion of the site will be dedicated for road right-
of-way purposes. The Project also proposes to construct a 3,400 SF convenience store with an
attached 1,525 SF Quick-Serve Restaurant, 4,089 SF gas fueling canopy, a 3,150 SF express
car wash, two (2) 4,850 SF retail buildings, a 3,320 SF drive-thru restaurant with an attached
1,600 SF retail building, and a 2,520 SF drive-thru restaurant with an attached 2,400 SF retail
building with 170 parking spaces, landscaping, and related site improvements. The Project is
located at the northwest corner of Mountain Street and Lake Street (APNs: 389-030-012, 013,
014, 015, 016, 017, and 018); and,
Whereas, the City has prepared an Environmental Impact Report (EIR) (SCH No.
2020080538) on the Project pursuant to the California Environmental Quality Act (California
Public Resources Code Sections 21000 et seq.: “CEQA”), the State Guidelines for
Implementation of the California Environmental Quality Act (California Code of Regulations,
Sections 15000 et seq.: the “State CEQA Guidelines”), and the City’s Procedures for
Implementing the State CEQA Guidelines and its other procedures relating to environmental
evaluation of public and private projects; and,
Whereas, the City transmitted for filing a Notice of Preparation of a Draft EIR (DEIR) on
August 28, 2020 in accordance with the CEQA Guidelines, for distribution to those agencies which
have jurisdiction by law with respect to the Project and to other interested persons and agencies,
and sought the comments of such persons and agencies; and,
Whereas, pursuant to CEQA Guidelines, Section 15082(c)(1), on September 17, 2020,
the City held a duly noticed scoping meeting in order to facilitate consultation regarding the scope
and content of the environmental information in the Draft EIR; and,
Whereas, the City transmitted for filing a Notice of Availability/Notice of Completion of the
DEIR and in accordance with the State CEQA Guidelines forwarded the DEIR to the State
Clearinghouse, for distribution to those agencies which have jurisdiction by law with respect to
the Project, and to other interested persons and agencies, and sought the comments of such
persons and agencies; and,
Whereas, the State Clearinghouse posted the DEIR for a 45-day public comment period
which ran from July 2, 2021 to August 16, 2021; and,
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Whereas, notice to all interested persons and agencies inviting comments on the DEIR
was published in accordance with the provisions of CEQA and the State CEQA Guidelines and
the Lake Elsinore Municipal Code and posted at the Office of the County Clerk of Riverside County
on July 2, 2021. A total of 25 comment letters and e-mails were received during the 45-day public
comment period. Reponses to comments were prepared and have been provided in Chapter 3
(Response to Comments) of the Final EIR document. There were no public comments or changes
to the text or analysis contained in the DEIR that resulted in the identification of any new significant
environmental effect or a substantial increase in the severity of environmental effects that were
disclosed in the DEIR. Therefore, in accordance with Section 15088.5 of the CEQA Guidelines a
recirculation of the DEIR is not warranted; and,
Whereas, all actions required to be taken by applicable law related to the preparation,
circulation, and review of the DEIR have been taken; and,
Whereas, the Planning Commission (Commission) has been delegated with the
responsibility of making recommendations to the City Council (Council) for certifying
environmental impact reports, and,
Whereas, the DEIR was sent to the Commission members on or about July 2, 2021, and
was considered by the Commission on December 21, 2021 at a duly noticed Public Hearing where
the Commission considered evidence presented by the Community Development Department
and other interested parties on the adequacy of the DEIR and by resolution recommended that
the City Council certify the EIR for the Project; and,
Whereas, the City has prepared a Final EIR (FEIR) that contains responses to the
comments that were received regarding the DEIR; the DEIR and the FEIR are collectively referred
to hereinafter in the singular as “EIR”; and,
Whereas, on January 25, 2022, at a duly noticed public hearing, the Council has
considered the recommendation of the Commission as well as 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 AS FOLLOWS:
Section 1: The foregoing recitals are true and correct and are hereby incorporated into
these findings by this reference.
Section 2: The Council has considered and evaluated all written and oral staff reports and
comments received from persons who have reviewed the DEIR, the comments submitted on the
DEIR; the responses to those comments, the public testimony, and such other matters as are
reflected in the record of the public hearing on the Project and the EIR.
Section 3: The Council finds that the EIR for the Project is adequate and has been
completed in compliance with CEQA, the State CEQA Guidelines, and local procedures adopted
by the City pursuant thereto. The Council has reviewed and considered the information contained
in the EIR and finds that the EIR represents the independent judgment of the City.
Section 4: The Council hereby makes, adopts, and incorporates herein as its “findings of
fact” regarding the potential environmental impacts of the Project, the analysis and conclusions
set forth in the EIR (including, without limitation, the mitigation measures therein set forth) and in
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the Environmental Findings Regarding the Environmental Impact Report prepared for the
proposed Planning Application No. 2019-34 (Tentative Tract Map No. 37922, Conditional Use
Permit No. CUP 2019-19, and Commercial Design Review No. 2019-27) (SCH No. 2020080538),
attached hereto as Exhibit “A1”.
Section 5: A Mitigation Monitoring and Reporting Program (MMRP) for the Project has
been prepared in accordance with Section 21081.6 of CEQA, and the City Council hereby adopts
the MMRP, which is attached hereto as Exhibit “A2.”
Section 6: Based upon all of the evidence presented and the above findings, the Council
certifies the EIR for the Project with Errata and Responses to Comments, the Findings of Fact,
and the Mitigation Monitoring and Reporting Program.
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 at a regular meeting of the City Council of the City of Lake Elsinore,
California, this 25th day of January 2022.
Timothy J. Sheridan
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. 2022-11 was adopted by the City Council of the City of Lake Elsinore, California,
at the Regular meeting of January 25, 2022 and that the same was adopted by the following vote:
AYES: Council Member Manos; Mayor Pro Tem Johnson; and Mayor Sheridan
NOES: Council Member Magee
ABSENT: None
ABSTAIN: Council Member Tisdale
Candice Alvarez, MMC
City Clerk
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Environmental Findings Regarding the Environmental
Impact Report for the
Lake and Mountain Commercial
Center Project
City of Lake Elsinore, California
Planning Application No. 2019-34
Tentative Tract Map No. 37922
Conditional Use Permit No. 2019-19
Commercial Design Review No. 2019-27
SCH # 2020080538
Lead Agency
City of Lake Elsinore
Planning Division
130 South Main Street
Lake Elsinore, CA 92530
CEQA Consultant
The Altum Group
72140 Magnesia Falls Drive, Suite 1
Rancho Mirage, CA 92270
Project Applicant
Tiger Petroleum, Inc.
3017 E. Edinger Avenue
Tustin, CA 92780
January 11, 2022
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LAKE AND MOUNTAIN COMMERCIAL CENTER PROJECT
FINAL ENVIRONMENTAL IMPACT REPORT CEQA FINDINGS OF FACT
TABLE OF CONTENTS
Section Name and Number Page
Lead Agency: City of Lake Elsinore SCH No. 2020080538
Page i
1 Background and Introduction ............................................................................................................ 2
1.1 Project Overview ....................................................................................................................... 2
1.2 Public Involvement and EIR Scoping ....................................................................................... 2
1.3 Final EIR Certification and Project Approval Process .............................................................. 3
1.3.1 Findings Required under CEQA ................................................................................... 3
1.3.2 Significant Effects and Mitigation Measures ................................................................ 3
1.3.3 Mitigation Monitoring Program ................................................................................... 4
1.3.4 Certification of the Final EIR and Adoption of Findings ............................................. 4
1.3.5 No Recirculation Required ........................................................................................... 4
2 Project Description .............................................................................................................................. 4
2.1 Project Location ........................................................................................................................ 4
2.2 Project Description .................................................................................................................... 5
2.3 Project Objectives ..................................................................................................................... 5
3 General Findings on Mitigation Measures ........................................................................................ 6
3.1 Finding ...................................................................................................................................... 6
4 Environmental Findings ...................................................................................................................... 6
4.1 Areas Determined to Have No Significant Impact .................................................................... 7
4.1.1 Agriculture and Forestry Resources ............................................................................. 7
4.1.2 Mineral Resources ........................................................................................................ 7
4.1.3 Population and Housing ............................................................................................... 7
4.1.4 Recreation ..................................................................................................................... 8
4.2 Findings Regarding Less-than-Significant Impacts Identified in the EIR ................................ 8
4.2.1 Aesthetics ...................................................................................................................... 9
4.2.2 Air Quality .................................................................................................................. 12
4.2.3 Biological Resources .................................................................................................. 16
4.2.4 Energy ......................................................................................................................... 17
4.2.5 Geology and Soils ....................................................................................................... 18
4.2.6 Greenhouse Gas Emissions ........................................................................................ 21
4.2.7 Hazards and Hazardous Materials ............................................................................. 24
4.2.8 Hydrology and Water Quality .................................................................................... 27
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FINAL ENVIRONMENTAL IMPACT REPORT CEQA FINDINGS OF FACT
TABLE OF CONTENTS
Section Name and Number Page
Lead Agency: City of Lake Elsinore SCH No. 2020080538
Page ii
4.2.9 Land Use and Planning .............................................................................................. 30
4.2.10 Noise ........................................................................................................................... 30
4.2.11 Public Services ............................................................................................................ 32
4.2.12 Transportation and Traffic ......................................................................................... 34
4.2.13 Utilities and Service Systems ...................................................................................... 41
4.3 Findings Regarding Environmental Impacts Which Can Be Mitigated to Level of Less-
than-Significant ....................................................................................................................... 44
4.3.1 Biological Resources .................................................................................................. 44
4.3.2 Cultural Resources ..................................................................................................... 54
4.3.3 Geology and Soils ....................................................................................................... 59
4.3.4 Noise ........................................................................................................................... 60
4.3.5 Transportation and Traffic ......................................................................................... 62
4.4 Findings Regarding Alternatives to the Project ...................................................................... 64
4.4.1 Project Objectives ....................................................................................................... 65
4.4.2 Impacts of the Proposed Project ................................................................................. 65
4.4.3 Alternatives Considered and Rejected ........................................................................ 66
4.4.4 Alternatives under Consideration ............................................................................... 66
4.4.5 No Project Alternative – Impact Evaluation............................................................... 67
4.4.6 Alternative 1: Alternative Site Plan ............................................................................ 72
5 Certification of the Final EIR ........................................................................................................... 81
5.1 Findings and Conclusions ....................................................................................................... 81
6 Adoption of Mitigation and Monitoring Reporting Program (MMRP) ....................................... 81
7 Approval of the Project ..................................................................................................................... 82
8 Location and Custodian of Record .................................................................................................. 82
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1 BACKGROUND AND INTRODUCTION
1.1 PROJECT OVERVIEW
The City of Lake Elsinore (City) has completed an Environmental Impact Report (EIR) (State Clearinghouse
Number 2020080538) for the proposed Lake and Mountain Commercial Center Project and associated
applications (hereafter, the “Project” or “proposed Project”). The City is the Lead Agency for the purposes of
preparing and certifying this EIR pursuant to §§ 15050 and 15367 of the State CEQA Guidelines (California
Code of Regulations, Title 14, Section 15000 et seq.).
The purpose of this EIR is to evaluate the potential environmental impacts of the proposed Lake and Mountain
Commercial Center Project, which consists of applications for a Tentative Tract Map (TTM No. 37992), a
Conditional Use Permit (CUP No. 2019-19), and a Commercial Design Review (CDR No. 2019-27), all of
which were processed under Planning Application 2019-34. In compliance with § 21002.1 of the CEQA statute
and § 15002 of the State CEQA Guidelines, the City, as Lead Agency, has prepared and EIR in order to (1)
provide information the general public, the local community, responsible and interested public agencies and
the City’s decision-making bodies and other organizations, entities, and interested persons of the potential
environmental effects of the proposed Project, feasible measures to reduce potentially significant
environmental effects, and alternatives that could reduce or avoid the significant effects of the proposed
project, (2) enable the City to consider environmental consequences when deciding whether to approve the
proposed project, and (3) to satisfy the substantive and procedural requirements of CEQA.
1.2 PUBLIC INVOLVEMENT AND EIR SCOPING
This document complies with the provisions of CEQA (California Public Resources Code, §§ 21000 et seq.),
the State CEQA Guidelines (California Code of Regulations, § 15000 et seq.) and the City’s Procedures for
Implementing the State CEQA Guidelines. In compliance with CEQA, the City has solicited and considered
comments from Responsible and Trustee Agencies, members of the public, and other interested parties during
the proposed Project’s various environmental review processes:
• In accordance with CEQA Guidelines § 15082, the City prepared and distributed a Notice of
Preparation (NOP) of an EIR. The NOP was distributed on August 28, 2020.
• In accordance with CEQA Guidelines § 15082(c), a public Scoping Meeting was held at the City of
Lake Elsinore Cultural Arts Center on September 17, 2020.
• Comments received from the public and agencies during the public review period for the NOP and
during the public Scoping Meeting were considered in the preparation of the EIR prepared for the
proposed Project.
In July 2021, a DEIR was prepared for the proposed Project in accordance with CEQA regulations and
guidelines. The DEIR was circulated for a 45-day public review period on July 2, 2021. Notification was
provided to the State Clearinghouse (SCH), Responsible and Trustee agencies, and all interested parties and
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jurisdictions pursuant to the requirements of § 15087 of the State CEQA Guidelines. A total of 25 comments
were received by the City during this 45-day review period. These comments were evaluated and responded
to comment letters in accordance with § 15088 of the State CEQA Guidelines.
1.3 FINAL EIR CERTIFICATION AND PROJECT APPROVAL PROCESS
1.3.1 FINDINGS REQUIRED UNDER CEQA
The City Council (the decision-making body) of the City of Lake Elsinore (CEQA Lead Agency) certifies the
Final EIR. The Final EIR, as required by State CEQA Guidelines §§ 15089 and 15132, consists of the Draft
EIR (“DEIR”); comments and recommendations received on the DEIR; the responses of the City as “Lead
Agency” to significant environmental points raised in the review, comments, and recommendations received
on the DEIR; the list of persons, organizations, and public agencies that commented on the DEIR; and any
other information added by the City. Since the DEIR identified potentially significant environmental impacts,
the City Council must also prepare “findings” as part of its action to certify that the Final EIR has been
completed in compliance with CEQA and to approve the proposed Project. Pursuant to Public Resources Code
§ 21081 and State CEQA Guidelines § 15091, no public agency shall approve or carry out a project for which
an environmental impact report has been certified, which identifies one or more significant effects on the
environment that would occur if the project is approved or carried out, unless the public agency makes one or
more findings for each of those significant effects, accompanied by brief explanation of the rationale of each
finding. The possible findings, which must be supported by substantial evidence in the record, are:
1. Changes or alterations have been required in, or incorporated into, the project which avoid or
substantially lessen the significant environmental effect as identified in the Final EIR.
2. Such changes or alterations are within the responsibility and jurisdiction of another public agency and
not the agency making the finding. Such changes have been adopted by such other agency or can and
should be adopted by other such agency.
3. Specific economic, legal, social, technological, or other considerations, including provision of
employment opportunities for highly trained workers, make infeasible the mitigation measures or
project alternatives identified in the EIR.
1.3.2 SIGNIFICANT EFFECTS AND MITIGATION MEASURES
The DEIR identified several significant environmental effects (or “impacts”) resulting from implementation
of the proposed Project. These significant effects can be fully avoided/mitigated through the adoption of
feasible mitigation measures. As indicated in DEIR Chapter 4, Environmental Impact Analysis, the proposed
project would not result in significant adverse environmental effects that cannot be mitigated to below levels
of significance after the implementation of project design features, mandatory regulatory requirements, and
feasible mitigation measures.
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1.3.3 MITIGATION MONITORING PROGRAM
A Mitigation Monitoring and Reporting Program (MMRP) has been prepared to monitor and report the
implementation of the mitigation measures identified for the proposed Project. The MMRP will be adopted
by the City Council concurrently with these findings, and will be implemented by the City during the proposed
Project’s implementation phase. To the extent that these findings conclude that all mitigation measures
outlined in the DEIR are feasible and have not been modified, superseded, or withdrawn, the City hereby binds
itself to implement these measures. These findings, in other words, are not merely informational, but rather
constitute a binding set of obligations that will come into effect if the City Council formally approves the
proposed Project.
1.3.4 CERTIFICATION OF THE FINAL EIR AND ADOPTION OF FINDINGS
The Lake Elsinore City Council will review and consider the information contained in the Final EIR, as well
as submissions from public officials, public agencies, and the general public. Prior to considering Project
approval, the City Council shall certify that the Final EIR reflects the City’s independent judgment and
analysis. Having considered the foregoing information, as well as any and all other information in the record,
the City Council shall make findings pursuant to CEQA § 21081 and CEQA Guidelines § 15091. In
accordance with the provisions of CEQA and the State CEQA Guidelines, the City Council shall adopt the
Findings as part of its certification of the Final EIR for the proposed Project.
1.3.5 NO RECIRCULATION REQUIRED
The City Council finds that none of the circumstances that trigger the requirement for recirculation of the EIR
under CEQA Guidelines § 15088.5 have occurred. Specifically, there was no significant new information (as
defined in CEQA Guideline § 15088.5(a)) added to the EIR after the public review period. There were no new
significant environmental impacts identified following public review of the DEIR, nor was there a substantial
increase in the severity of any of the Project’s environmental impacts. There were no feasible alternatives to
the Project identified in comments received in response to the DEIR’s public review period, and the Final EIR
incorporates feasible mitigation measures recommended by Responsible Agencies as part of comments on the
DEIR in order to further reduce the Project’s significant environmental effects. Additionally, the City Council
finds that the DEIR was fundamentally and basically adequate, and all findings reached in the DEIR were
based on substantial evidence. As such, the City Council finds that recirculation of the DEIR for an additional
45-day public review period is unwarranted.
2 PROJECT DESCRIPTION
2.1 PROJECT LOCATION
The proposed project is located in the northwestern portion of the City of Lake Elsinore (City), in Riverside
County, California. The project site is located at the northwest corner of Mountain Street and Lake Street. The
project site is surrounded by several roadways including Mountain Street to the south and Lake Street to the
east directly adjacent to the project site. Other streets within close proximity to the project site include Raveta
Lane to the west and Running Deer Road to the north. Adjacent to the project site to the east and south are
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single-family residential homes. To the north and west of the project site are residential homes. The project
site consists of seven (7) parcels that are currently vacant, with the exception of a residential building located
to the west fronting Lake Street. The corresponding Assessor’s Parcel Numbers (APNs) for the project site are
389-030-012, 389-030-013, 389-030-014, 389-030-015, 389-030-016, 389-030-017, and 389-030-018 that
total approximately 6.07 acres (existing lot size).
2.2 PROJECT DESCRIPTION
The proposed project would consist of a commercial/retail center that includes retail buildings, drive-thru
restaurants, a quick-serve restaurant, a convenience store, express car wash, and gas station land uses on a total
of 6.07 acres (5.63 acres after right-of-way dedication). The project site is designated General Commercial by
the City of Lake Elsinore General Plan and is zoned C-2 (General Commercial). The proposed project would
not change the existing zoning nor the land use designation. The total building area for the proposed project
will consist of approximately 32,695 square feet (SF) of commercial and retail uses that also includes a gas
station.
The proposed project would encompass 32,695 SF of commercial retail development on approximately 6.07
acres of land (5.63 acres after right-of-way dedication). The Project will consist of a 3,400 SF convenience
store with an attached 1,525 SF Quick-Serve Restaurant (QSR), 4,089 SF gas fueling canopy, a 3,150 SF
express car wash, two (2) 4,850 SF retail buildings, a 3,320 SF drive-through restaurant with an attached 1,600
SF retail building, and a 2,520 SF drive-through restaurant with an attached 2,400 SF retail building. The
project site would provide a vehicle ingress/egress driveway along Mountain Street. Also, the project site
would provide two (2) additional ingress/egress driveways along Lake Street. These three (3) ingress/egress
driveways to the proposed project are proposed to be full-access. Parking is accommodated throughout the
project site with approximately 170 parking stalls including 11 American’s with Disabilities Act (ADA), 20
vacuum stalls, and bicycle racks. Landscaping features will be incorporated along the boundary of the project
site and in the interior of the site. The proposed project would incorporate trees and landscaping along the
perimeter of the project site as well within the project site. The trees will provide shade to the proposed parking
stalls and the rest of the project site. The site has also been designed with a biofiltration system designed to
retain and treat a designated volume stormwater runoff that is located on the northern portion of the project
site.
2.3 PROJECT OBJECTIVES
CEQA Guidelines § 15124 requires an EIR to include a statement of objectives sought by the Project
Applicant. The objectives assist in developing the range of proposed Project alternatives to be evaluated in
the EIR. The underlying purposes of the proposed Project are to develop a commercial/retail center, as well
as to comply to the greatest feasible extent with applicable City of Lake Elsinore standards, codes, and policies.
The following is a list of specific objectives that the proposed project intends to achieve.
A. Develop a new commercial and retail center along an Arterial street and within close proximity to other
major roadways in a location that will serve the local community within the City of Lake Elsinore.
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B. Develop a project site of roughly 5 to 8 acres for commercial/retail uses, on a site where proposed
development would be consistent with the existing General Plan land use and zoning designation, and
in a manner that will fully utilize its development potential.
C. Develop a new retail and commercial center, which will serve the local community.
D. Develop a project that will provide local employment opportunities and that will provide economic
benefits to the community and City.
E. Develop a new commercial/retail center with sustainable project features that reduces project impacts
on the environment.
3 GENERAL FINDINGS ON MITIGATION MEASURES
In preparing the Conditions of Approval for this Project, City staff incorporated the mitigation measures
recommended in the DEIR as applicable to the Project. In the event that the Conditions of Approval do not
use the exact wording of the mitigation measures recommended in the EIR, in each such instance, the adopted
Conditions of Approval are intended to be identical or substantially similar to the recommended mitigation
measures. Any minor revisions are to improve clarity or to better define the intended purpose of the mitigation
and are not designed to substantively alter the purpose of such mitigation.
3.1 FINDING
Unless specifically stated to the contrary in these Findings, it is the City’s intent to adopt all mitigation
measures recommended by the DEIR which are applicable to the Project. If a measure has, through error, been
omitted from the Conditions of Approval or from these Findings, and that measure is not specifically reflected
in these Findings, that measure shall be deemed to be adopted pursuant to this paragraph. In addition, unless
specifically stated to the contrary in these Findings, all Conditions of Approval repeating or rewording
mitigation measures recommended in the DEIR are intended to be substantially similar to the mitigation
measures recommended in the DEIR and are found to be equally effective in avoiding or lessening the
identified environmental impact. In each instance, the Conditions of Approval contain the final wording for
the mitigation measures.
4 ENVIRONMENTAL FINDINGS
This Subsection discloses the Project’s potential impacts to the environment. Subsection 4.1 summarizes those
issues that were identified either by the Project’s Initial Study/Notice of Preparation (IS/NOP) or DEIR to
result in no impacts to the environment. Subsection 4.2 summarizes those issue areas that were determined to
be less than significant as part of the DEIR. Subsection 4.3 identifies those impacts which were determined
by the DEIR to be potentially significant, but for which mitigation measures have been identified and imposed
on the proposed Project to reduce impacts to below a level of significance. Where the discussion below cites
a reference source, please refer to Subsection 8.0 of the DEIR, which identifies the reference materials and
where the reference materials may be available for public review, if not available at the City of Lake Elsinore.
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4.1 AREAS DETERMINED TO HAVE NO SIGNIFICANT IMPACT
The City of Lake Elsinore has determined through the Initial Study (IS) process that the proposed project has
the potential to cause or result in significant environmental impacts, and warranted further analysis, public
review, and disclosure through the preparation of an EIR. The IS and associated EIR Notice of Preparation
(NOP), dated August 2020, were forwarded to the California Office of Planning and Research, State
Clearinghouse (SCH), and circulated for public review and comment. The State Clearinghouse established the
public comment period for the IS/NOP as August 28, 2020 through September 28, 2020. The assigned State
Clearinghouse reference for the Project is SCH No. 2020080538.
The following discussion is a summary of environmental impacts that were determined in the IS/NOP and
public review processes to present no potentially significant impacts. The Project’s DEIR also incorporated
analyses of certain issue areas that were identified as potentially significant in the IS/NOP, but which were
determined to result in no impacts as part of the analysis contained in the DEIR. The following discussion
summarizes the environmental impacts that were determined in the IS/NOP, DEIR, and public review
processes to pose no potentially significant impacts.
4.1.1 AGRICULTURE AND FORESTRY RESOURCES
According to the California Department of Conservation (CDOC), the project site is not designated Prime
Farmland, Unique Farmland or Farmland of Statewide Importance. In addition, the project site is not under a
Williamson Contract. According to the City’s General Plan, the project site is not designated for timberland or
timberland production. The development of the proposed project would not result in the loss of forest land or
the conversion of forest land to non-forest use. Furthermore, the project site land use and zoning has been
designated as C-2 (General Commercial) which allows for the development of commercial centers. Land
adjacent to the project site is designated as Urban and Built-Up Land and is zoned for single-family residential
development. Therefore, there would be no impact to agriculture and forestry resources from the development
of the proposed project.
4.1.2 MINERAL RESOURCES
According to the City of Lake Elsinore General Plan EIR, the project site is located within the Mineral
Resources Zone (MRZ) 3, which is defined as an area containing known or interred mineral occurrences of
undetermined mineral resources significance. Additionally, there are no active mines located on the project
site. There are no known locally-important mineral resource recovery sites as delineated by the City’s General
Plan, or any other relevant land use plan for the project area. Therefore, the proposed project is not expected
to cause adverse effects to any known mineral resources. Therefore, the proposed project would result in a less
than significant impact.
4.1.3 POPULATION AND HOUSING
The proposed project does not include the construction of new residential development that would directly
contribute to population growth in the City. The proposed project would consist of a commercial/retail
development that would service customers within the project vicinity. The project site is currently located in
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an area of the City that has existing roads, which include Mountain Street and Lake Street. The project is not
proposing the extension of roads. In addition, the project site has been planned and zoned for general
commercial development and would be serviced by existing water and sewer, telephone, electricity, and gas
lines. The project would not include the extension of City infrastructure that could spur indirect growth that
could induce substantial population growth. Therefore, the project would have a less than significant impact.
The proposed project would not result in the displacement of people or housing, since the proposed project is
currently vacant and zoned for general commercial development. There is currently no housing developments
on the project site and the construction of the project would not displace existing housing developments or
require construction of new housing elsewhere. The proposed project is for commercial/retail that would
temporarily bring people in and not permanently or for extended periods of time. Therefore, the project would
have no impact with respect to these issues.
4.1.4 RECREATION
The proposed project would consist of a commercial development and does not propose the construction of
new residential development that would result in the increase use of existing neighborhood and regional parks
and other recreations facilities. In addition, the proposed project employment is anticipated to be filled by
existing residents or neighboring communities. In addition, the use of neighborhood and regional parks by
employees would be limited to their breaks. Therefore, the potential for the proposed project to result in
increased demands on neighborhood or regional parks or other recreational facilities would be less than
significant. As is consistent with all commercial projects, the proposed retail center project would be required
to pay park fees to the City for the purpose of establishing, improving and maintaining park land within the
City. Overall, construction and operation of the proposed project would not result in the increase in use of park
facilities that would be substantial, such that new or physically altered park facilities would be needed.
Therefore, project impacts related to parks are less than significant.
As stated in Section XVI (a) of DEIR, the proposed project would consist of a commercial/retail development
that does not include the development of recreational facilities or require the construction or expansion of
recreation facilities. The construction and operation of the proposed project are not anticipated to negatively
impact the surrounding recreational facilities. Furthermore, the development of the proposed project would not
cause any additional environmental impacts beyond what is analyzed for the project within this document.
Therefore, the proposed project would have a less than significant impact.
4.2 FINDINGS REGARDING LESS-THAN-SIGNIFICANT IMPACTS IDENTIFIED IN THE EIR
The DEIR completed in July 2021 found that the proposed Project would have a less-than-significant impact
without the imposition of mitigation on a number of environmental topic areas. The less-than-significant
environmental impact determination was made for each of the following topic areas listed below, based on the
more expansive discussions contained in the DEIR.
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4.2.1 AESTHETICS
4.2.1.1 Scenic Vista Impacts
No unique or scenic vistas would be impacted by the Project. The Project site does not contain any scenic
vistas, nor does it offer unique views of any visually prominent features; therefore, impacts to scenic vistas
resulting from the Project would be less than significant.
4.2.1.1.1 Mitigation
No mitigation measures are required.
4.2.1.1.2 Finding/Facts in Support of the Finding
Based upon the analysis presented in the DEIR and considering the information contained in the Record of
Proceedings for the Project, the City Council hereby finds that impacts upon scenic resources would be less
than significant. The project site, located approximately 3.0 miles southwest of Lake Elsinore, and no views
of Lake Elsinore are possible from the project site or the adjacent roadways; therefore, implementation of the
proposed project would not impact a viewshed or vantage point as defined and identified in the City’s General
Plan. Additionally, the proposed project is proposing the development of a commercial center which is
consistent with the current landscape viewshed identified by the City’s General Plan.
The Santa Ana Mountains are located approximately 1 mile to the west and southwest and are visible from the
project site. The proposed project would remain consistent with the City’s General Plan and zoning
requirements regarding building form and character. The project site is currently vacant with the exception of
a single-family residential home to the north. As shown in Exhibit 3-9, Proposed Building Elevations, the
tallest building proposed would reach a height of 30 ft.; therefore, the proposed project would be consistent
with the City’s Zoning Code 17.124.070 and will not exceed the maximum allowable height of 45 feet. The
proposed building heights are not of a scale that would obstruct views of the natural landforms, which rise to
high elevations, from existing off-site viewing locations. Thus, the proposed project would result in less than
significant impacts due to an adverse effect on views of distant mountains.
Accordingly, and based on the foregoing analysis, the Project would not have a substantial adverse effect on a
scenic vista, and impacts would be less than significant.
Reference: DEIR Subsections 4.1.5
4.2.1.2 Scenic Resources within a State Scenic Highway Impacts
The DEIR concluded that the Project has no potential to damage scenic resources within a scenic highway
corridor, because the property is not visible from a designated scenic highway corridor. Impacts would be less
than significant.
4.2.1.2.1 Mitigation
No mitigation measures are required.
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4.2.1.2.2 Finding/Facts in Support of Finding
According to the California Department of Transportation (Caltrans), there are no designated State Scenic
Highways within the City of Lake Elsinore. However, SR-74 (Central Avenue) and I-15, which are located
approximately 2.0 miles to the southeast and 3 miles east, are eligible for designation as a State Scenic Highway
but are not officially designated. Both SR-74 and I-15 are not visible from the project site due to the terrain
and the surrounding development surrounding the project site. In addition, the project site is located in an area
that is mostly developed with residential homes and does not include any unique trees, rock outcroppings,
other natural features. Furthermore, the one residence within the project site have been evaluated for listing in
the California Register of Historic Resources (CRHR). The other residence that was previously evaluated was
demolished in 2004. Both were determined to not be eligible for listing in the CRHR as stated in the Phase 1
Cultural Resources Survey Report.
Based on the foregoing, the proposed Project would not have a substantial adverse effect on scenic resources
visible from a state scenic highway, and impacts would be less than significant.
Reference: DEIR Subsections 4.1.5
4.2.1.3 Visual Character or Quality of the Site Impacts
The Project would not substantially degrade the existing visual character or quality of the site or its surrounding
areas. The Project proposes a commercial development that would be similar in character and quality to
development in the surrounding areas to the east, west, and south of the Project site.
4.2.1.3.1 Mitigation
No mitigation measures are required.
4.2.1.3.2 Finding/Facts in Support of the Finding
Currently the project site is undeveloped and vacant land with the exception of a residential home located
within the northwestern area of the project site. The project site currently consists of sparse vegetation and
existing trees. The surrounding land consist of residential vacant lots and existing residential homes. The
project site is currently zoned as General Commercial (C-2), which allows for development of the project site
as proposed. According to mapping information from the Southern California Association of Governments
(SCAG), which is based on U.S. Census data for urbanized areas, the Project site is located within an urbanized
area (SCAG, 2018). The project site is not located in an identified vantage point and would not impact views
of the Santa Ana Mountains. Further, the proposed project would not impact scenic resources within a state
scenic highway. The proposed project has been designed in compliance with the development standards for
the General Commercial zone (C-2), Chapter 17.124 of the Lake Elsinore Municipal Code (LEMC). As part
of the Commercial Design Review application, the Project Applicant would submit for approval plans
identifying specific design elements of the proposed development, such as building elevations, floor plans,
landscaping plans, etc. Implementation of the proposed project would result in development consistent with
the existing General Commercial (GC) Land Use Designation and the C-2 zoning designation. Accordingly,
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impacts due to the degradation of the existing visual character or quality of the Project site and its surroundings
would be less than significant.
Reference: DEIR Subsections 4.1.5.
4.2.1.4 Light and Glare Impacts
The Project would not create substantial amounts of light or glare. Compliance with the City of Lake Elsinore
Municipal Code Title 17, including § 17.112.040, and Chapters 17.16, 17.20, 17.36, and 17.40 would ensure
less-than-significant impacts associated with light and glare affecting day or nighttime views in the area.
4.2.1.4.1 Mitigation
No mitigation measures are required beyond mandatory compliance with the City’s Municipal Code.
4.2.1.4.2 Finding/Facts in Support of the Finding
Implementation of the proposed project would include exterior lighting elements. All proposed buildings
would incorporate wall mounted lighting that would assist with visibility in the interior of the project site. In
addition, for security purposes, exterior wall mounted lighting will be installed at all entry point of each
building as well as entrance to the project site along Mountain Street and Lake Street. Development of the
proposed Project would be subject to the lighting provisions of the LEMC Sections 17.112.040 & 17.148.40,
which would reduce Project lighting impacts to less-than-significant levels. The Project would use low sodium
lighting onsite in mandatory compliance with LEMC Section 17.112.040.
The Project site is located within a 45-mile radius of the Mt. Palomar Observatory (Zone B) (Riverside County,
2015). The 45-mile radius surrounding the Mt. Palomar Observatory is defined by Riverside County Ordinance
No. 655 as an area in which light pollution may impact the functionality of the observatory. Any development
project within a 45-mile radius of the observatory that would add artificial light sources, has the potential to
contribute to sky glow effects, which could adversely affect operations at the observatory. Development on
the project site would be regulated by Section 17.112.040 of the LEMC, which identify lighting requirements
for outdoor lighting for residential and commercial developments and parking lots to minimize potential
adverse effects on observations at the Mt. Palomar Observatory. Mandatory compliance with applicable City
lighting standards would reduce potential impacts regarding lighting and the Palomar Observatory to a less
than significant level.
Implementation of the proposed project would not result in substantial impacts regarding glare because the
project does not propose additional sources of glare such as highly reflective surfaces or buildings with
reflective glass. Thus, the Project would have a less-than-significant impact regarding the creation of glare.
Based on the foregoing analysis, the proposed project would result in a less than significant impact associated
with light and glare.
Reference: DEIR Subsections 4.1.5.
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4.2.2 AIR QUALITY
4.2.2.1 Air Quality Plan
The proposed project would not result in or cause NAAQS or CAAQS violations. The proposed project’s
proposed land use designation for the subject site is permitted/conditionally permitted in the adopted City
General Plan. The proposed project is therefore consistent with the AQMP and would result in less than
significant impact and no mitigation is required.
1. Mitigation
No mitigation measures are required.
4.2.2.1.1 Finding/Facts in Support of the Finding
The proposed project is located in the South Coast Air Basin (SCAB) within the jurisdiction of the South Coast
Air Quality Management District (SCAQMD). The SCAQMD is responsible for bringing air quality in areas
under its jurisdiction into conformity with federal and state air quality standards. The 2016 AQMP
demonstrates that the applicable ambient air quality standards can be achieved within the timeframes required
under federal law. Growth projections from local general plans adopted by cities in the district are provided to
the SCAG, which develops regional growth forecasts, which are then used to develop future air quality
forecasts for the AQMP. Development consistent with the growth projections in the City of Lake Elsinore
General Plan is considered to be consistent with the AQMP. Peak day emissions generated by construction
activities are largely independent of land use assignments, but rather are a function of development scope and
maximum area of disturbance. Irrespective of the site’s land use designation, development of the site to its
maximum potential would likely occur, with disturbance of the entire site occurring during construction
activities. The Project site is consistent with the General Commercial land use and C-2 Commercial zoning
designation. Therefore, the project is considered to be consistent with the underlying land use designations for
the subject site as programmed into the AQMP.
Based on the foregoing analysis, implementation of the proposed project would not conflict with the SCAQMD
AQMP.
Reference: DEIR Subsection 4.2.5.
4.2.2.2 Criteria Pollutant
Implementation of the proposed project would not result in a cumulatively considerable net increase of any
criteria pollutant and impacts would be less than significant.
1. Mitigation
No mitigation measures are required.
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4.2.2.2.1 Finding/Facts in Support of the Finding
The construction and operation of the proposed project would generate regional emissions of criteria air
pollutants. Construction and operational related pollutants would be generated by the proposed project.
Construction activities with the project would result in emissions of volatile organic compounds (VOC),
nitrogen oxides (NOx), sulfur dioxide (SO2), carbon monoxide (CO), particulate matter with a diameter of 10
microns or less (PM10), and particulate matter less than 2.5 microns (PM 2.5). Construction related emissions
are expected from the construction activities such as site preparation, grading, building construction, paving,
and architectural coating. Operation activities associated with the proposed project would result in emissions
of VOCs, NOx, SOx, CO, PM10, and PM2.5. Operation emissions would be expected to be contributed from
area source emissions, energy source emissions, mobile source emissions, and gasoline dispensing emission.
Construction and operation-source emissions of air pollutants resulting from the proposed project may
contribute to existing and projected exceedances of criteria pollutants within the Basin. As such, an Air Quality
Impact Analysis has been prepared and evaluated whether the proposed project’s emissions would result in a
cumulatively considerable net increase in any criteria pollutant for which the SCAB is in non-attainment.
SCAQMD Rules applicable during construction activity for the proposed project include but are not limited to
Rule 1113 (Architectural Coatings and Rule 403 (Fugitive Dust). Based on the assumed scenarios, emission
resulting from the project construction would not exceed criteria pollutant thresholds that are established by
the SCAQMD for emissions of any criteria pollutant. Table 4.2-7 – Overall Construction Emissions Summary
of the DEIR, summarizes the estimated daily construction emissions without mitigation. Therefore, a less than
significant impact would occur and no mitigation is required. Table 4.2-8 – Summary of Operational Emissions
of the DEIR below shows a summary of the daily regional emissions from on-going operations of the proposed
project. With respects to regional impacts and the information presented above, the proposed project would
result in less than significant impacts for both the construction and operation phases and no mitigation is
required.
Based on the foregoing analysis, implementation of the proposed project would not result in a cumulatively
considerable net increase of any criteria pollutant and impacts would be less than significant.
Reference: DEIR Subsections 4.2.5.
4.2.2.3 Sensitive Receptors
Implementation of the proposed project would not result in the exposure of sensitive receptors to substantial
pollutant concentrations and impacts would be less than significant.
4.2.2.3.1 Mitigation
No mitigation measures are required.
4.2.2.3.2 Finding/Facts in Support of the Finding
Emissions resulting from the gasoline service station have the potential to result in toxic air contaminants
(TACs) (e.g., benzene, hexane, MTBE, toluene, xylene) and have the potential to contribute to health risk in
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the project vicinity. It should be noted that standard regulatory controls would apply to the project in addition
to any permits required that demonstrate appropriate operational controls. It is unknown at the time the annual
amount of gasoline that will be required for the proposed gas station. As a conservative measure, it is assumed
that the gasoline station would have an annual throughout of approximately 2,000,000 gallons. For purposes
of this evaluation, cancer risk estimates can be made consistent with the methodology presented in SCAQMD’s
Risk Assessment Procedures for Rules 1401, 1401.1 & 212, which provides screening-level risk estimates for
gasoline dispensing operations. The Project site is located within Source Receptor Area (SRA) 25 and the
gasoline station canopy is located approximately 190 feet/58 meters of a residential land use. Based on this
screening procedure it is anticipated that no residential sensitive receptors in the project vicinity will be
exposed to a cancer risk of greater than 1.82 in one million which is less than the applicable threshold of 10 in
one million. It should be noted that this screening-level risk estimate is very conservative (i.e., it would
overstate rather than understate potential impacts). Upon entitlement the Project will be required to obtain
requisite permits from the SCAQMD which will ultimately dictate the maximum annual throughput allowed.
As previously mentioned, the proposed project is located within the SCAB which is currently classified as a
federal nonattainment area foreground-level ozone (O3) and PM2.5 and state nonattainment area for O3 (1-
and 8-hour standard), PM10 and PM2.5. The proposed project would emit criteria pollutants during both
construction and long-term operation. Sensitive receptors in the form of residential homes surround the project
site to the north, south, east, and west.
Since the total acreage disturbed is less than five acres per day for both the site preparation phase and the
grading phase, the SCAQMD’s screening look-up tables are utilized in determining impacts. It should be noted
that since the look-up tables identifies thresholds at only 1 acre, 2 acres, and 5 acres, linear regression has been
utilized, consistent with SCAQMD guidance, in order to interpolate the threshold values for the other disturbed
acreage not identified. As previously noted, a 320-meter receptor distance is utilized to determine the LSTs for
emissions of CO, NO2, PM10, and PM2.5.
As shown in Table 4.2-9 – Localized Significance Summary Construction of the DEIR, identifies the localized
impacts at the nearest receptor in the vicinity of the proposed project. It is indicated that the proposed project
without mitigation, localized construction emissions would not exceed the applicable SCAQMD LSTs for
emissions of any criteria pollutant.
The proposed project site consists of commercial/retail uses. According to the SCAQMD LTS methodology,
LSTs would apply to the operational phase of a proposed project, if the project includes stationary sources, or
attracts mobile sources that may spend long periods queuing and idling at the site. The proposed project does
not include such uses, and thus, due to the lack of significant stationary source emissions, no long-term
localized significance threshold analysis is needed.
A CO concentration or a “Hot Spot” would occur if an exceedance of the state one-hour standard of 20 ppm
or the eight-hour standard of 9 ppm were to occur. Hot spots are caused by vehicle emissions primarily idling
at congested intersections. A traffic report was prepared for the proposed project and as indicated in the reports
exhibit 8-4, the highest average daily trips on a segment of road would be 60,600 daily trips on Lake Street
between A and D Street. Additionally, the 2003 AQMP determined that the highest traffic volumes of a
segment of road is 8,674 vehicles per hour. Thus, the highest trips on a segment of road for the proposed project
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is 5,911 vehicles per hour on Lake Street and Nichols Road. Therefore, project-related traffic volumes are less
than the traffic volumes identified in the 2003 AQMP. The proposed Project considered herein would not
produce the volume of traffic required to generate a CO “hot spot” either in the context of the 2003 Los Angeles
hot spot study, or based on representative BAAQMD CO threshold considerations, as shown on Table 4.2-10
– Cumulative with Project Peak Hour Traffic Volumes of the DEIR. Therefore, CO “hot spots” are not an
environmental impact of concern for the proposed Project. Localized air quality impacts related to mobile-
source emissions would therefore be less than significant.
Based on the foregoing analysis, implementation of the proposed project would not result in the exposure of
sensitive receptors to substantial pollutant concentrations and impacts would be less than significant.
Reference: DEIR Subsections 4.2.5.
4.2.2.4 Other Air Quality Emissions (Including Odors)
During both construction and operation, the Project would not create objectionable odors affecting a substantial
number of people. Impacts due to odors would be less than significant.
4.2.2.4.1 Mitigation
No mitigation measures are required.
4.2.2.4.2 Finding/Facts in Support of the Finding
Based on the Project’s construction and operational characteristics, the Project only has the potential to result
in odor emissions that could adversely affect a substantial number of people. Land uses generally associated
with long-term odor complaints include agricultural uses, wastewater treatment plants, food-processing plants,
chemical plants, composting operations, refineries, landfills, dairies, and fiberglass molding facilities. Per the
Air Quality Impact Analysis (EIR Technical A), the proposed project does not contain land uses typically
associated with emitting objectionable odors. The project site does not contain any of the land use mentioned
or uses that are typically associated with emitting objectionable odors temporary, short-term odor releases
could result from project construction activities. Standard construction requirements would minimize odor
impacts from construction, in addition to construction odor emission being temporary and would cease upon
completion of the respective phase of construction. Potential sources of odors can include but are not limited
to diesel exhaust, asphalt/paving materials, glues, paint, and other architectural coatings. In addition, it is
anticipated the projects generated refuse would be stored in covered containers and then removed at regular
intervals in compliance with the City’s solid waste regulations.
Therefore, odors associated with the proposed Project construction and operations would be less than
significant and no mitigation is required.
Reference: DEIR Subsection 4.2.5.
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4.2.3 BIOLOGICAL RESOURCES
4.2.3.1 Wetlands Impacts
The Project would have a less-than-significant impact on wetlands.
4.2.3.1.1 Mitigation
No mitigation measures are required.
4.2.3.1.2 Finding/Facts in Support of the Finding
The project-specific Habitat Assessment (DEIR Technical Appendix C) included an assessment for MSHCP
riparian/riverine areas and vernal pools. The site does not contain riparian/riverine areas, or vernal pools. The
proposed project site does not contain evidence of vernal pools or other seasonally-inundated depressions such
as cracked, hydric soils, or standing water. Furthermore, no clay soils or heavy soils were mapped, and no
ponding or depression areas that could hold water for an extended period of time were detected on the project
site. Therefore, the Project would have a less-than-significant impact on native resident or migratory wildlife
corridors or wildlife nursery sites.
Reference: DEIR Subsections 4.3.6.
4.2.3.2 Conflicts with Local Policies or Ordinances Protecting Biological Resources
The Project would not conflict with any local policies or ordinances protecting biological resources, such as a
tree preservation policy or ordinance, and impacts would be less than significant.
4.2.3.2.1 Mitigation
No mitigation measures are required.
4.2.3.2.2 Finding/Facts in Support of the Finding
The City of Lake Elsinore has in place a palm tree preservation program (Chapter 5.116 of the Lake Elsinore
Municipal Code). The purpose of the program is for the protection of the City’s plant life heritage for the
benefit of all citizens in Lake Elsinore. All residents who wish to remove a significant palm tree, as defined in
Chapter 5.116, that exceeds five feet in height measured from the ground at the base of the trunk to the base
of the crown must obtain a palm tree removal permit prior to removal of the tree. Although there are trees
within the project site, including palm trees, any tree removal would be subject to and comply with Chapter
5.116 of the Lake Elsinore Municipal Code; therefore, the project would result in a less than significant impact
associated with a local policy protecting biological resources.
Reference: DEIR Subsection 4.3.6.
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4.2.4 ENERGY
The Project would not result in potentially significant environmental impacts due to wasteful, inefficient, or
unnecessary consumption of energy resources, during project construction or operation, and impacts would be
less than significant. Additionally, the Project would not conflict with or obstruct a State or local plan for
renewable energy or energy efficiency.
4.2.4.1.1 Mitigation
No mitigation measures are required.
4.2.4.1.2 Finding/Facts in Support of the Finding
The anticipated construction schedule assumes that the proposed project would be constructed over an
approximately 14-month period, and would require site preparation, grading, building construction, paving,
and architectural coating during construction. Energy consumed during the construction period would be
required for the manufacture and transportation of building materials and for preparation of the project site for
grading activities and building construction. Petroleum fuels (e.g., diesel, gasoline) would be the primary
sources of energy for these activities.
In general, the construction processes promote conservation and efficient use of energy by reducing raw
materials demands, with related reduction in energy demands associated with raw materials extraction,
transportation, processing and refinement. Use of materials in bulk reduces energy demands associated with
preparation and transport of construction materials as well as the transport and disposal of construction waste
and solid waste in general, with corollary reduced demands on area landfill capacities and energy consumed
by waste transport and landfill operations.
Therefore, construction activities are not anticipated to result in an inefficient use of energy, as gasoline and
diesel fuel would be supplied by construction contractors who would conserve the use of their supplies to
minimize their costs constructing the project. Energy usage on the project site during construction would be
temporary in nature and would be relatively small in comparison to the State’s available energy sources;
therefore, construction energy impacts would be less than significant and no mitigation would be required.
Electricity would be provided to the project by SCE and natural gas is provided by SoCalGas. SCE’s Clean
Power and Electrification Pathway (CPEP) white paper and SoCalGas 2018 Corporate Sustainability Report
builds on existing state programs and policies. As such, the project is consistent with, and would not otherwise
interfere with, nor obstruct implementation the goals presented in the 2019 IEPR.
Additionally, the project will comply with the applicable Title 24 standards which would ensure that the project
energy demands would not be inefficient, wasteful, or otherwise unnecessary. As such, development of the
proposed project would support the goals presented in the 2019 IEPR.
The project site is located along major transportation corridors with proximate access to the Interstate freeway
system, which would serve to reduce VMT in the project’s service area. Additionally, the project site is
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consistent with the existing retail/commercial land use and general commercial zoning designation. Therefore,
the project is consistent with, and would not otherwise interfere with, nor obstruct implementation of the State
of California Energy Plan.
The project would implement energy-saving features and operational programs, consistent with the reduction
measures set forth in the City of Lake Elsinore CAP.
Based on the foregoing analysis, implementation of the proposed project would not project conflict with or
obstruct a state or local plan for renewable energy or energy efficiency.
Reference: DEIR Subsection 4.5.5.
4.2.5 GEOLOGY AND SOILS
A. Seismic-Related Hazards
The Project would result in less-than-significant impacts associated with the exposure of people or structures
to potential substantial adverse effects, including the risk of loss, injury or death involving rupture of a known
fault, strong seismic ground shaking, ground failure including liquefaction, and landslides.
4.2.5.1.1 Mitigation
No mitigation measures are required.
4.2.5.1.2 Finding/Facts in Support of the Finding
The project is located in a seismically active region and as a result, significant ground shaking will likely
impact the project site within the design life of the proposed project. The geologic structure of the entire
southern California area is dominated by northwest-trending faults associated with the San Andreas Fault
system, which accommodates for most of the right lateral movement associated with the relative motion
between the Pacific and North American tectonic plates.
As was concluded in the Preliminary Geotechnical Investigation (Appendix F), no active faults are known to
project through the project site and the site is not located within an Alquist-Priolo Earthquake Fault Zone,
which was established by the State of California to restrict the construction of new habitable structures across
identifiable traces of known active faults. Although no Alquist-Priolo Fault Zones are located within the project
site, the County Fault Zone established for the Glen Ivy Fault Zone does trend northwest to southeast through
the southwest portion of the project site; however, fault investigations with trenching and subsequent
geotechnical mapping found no evidence of faulting near the project site. To date, no faults have been identified
by previous fault zone studies.
Based on review of regional geologic maps and applicable computer programs, the Elsinore Fault with an
approximate source to project site distance of approximately 0.2 mile is the closest known active fault
anticipated to produce the highest ground accelerations, with an anticipated maximum modal magnitude of
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7.7. Although the project site is near an active fault, all structures associated with the proposed project are
required to be designed and constructed to resist the effects of seismic activity as provided in the California
Building Standards Code Title 24 (CALGreen) and Title 15, Buildings and Construction, of the City of Lake
Elsinore Municipal Code. Compliance with applicable requirements of CALGreen and the City of Lake
Elsinore, which are designed to attenuate the effects of strong ground shaking, would be assured through City
review of grading and building permits which would ensure that seismic ground shaking effects are attenuated.
The requirements identified in the CALGreen regulations are designed to ensure that buildings are able to
withstand the levels of seismic groundshaking to which the proposed project would be subject. Accordingly,
the project would result in a less than significant impact associated with seismically-induced ground shaking
and mitigation is not required.
The design and construction of the proposed project would be subject to the mandatory requirements and
standards of the California Building Standards Code Title 24 (CALGreen) and Title 15, Buildings and
Construction, of the City of Lake Elsinore Municipal Code, which are designed to attenuate the effects of
strong ground shaking. Compliance with applicable requirements of CALGreen and the City of Lake Elsinore
would be assured through City review of grading and building permits which would ensure that seismic ground
shaking effects are attenuated. The requirements identified in the CALGreen regulations are designed to ensure
that buildings are able to withstand the levels of seismic groundshaking to which the proposed project would
be subject. Accordingly, the project would have a less than significant impact associated with seismically-
induced ground shaking and mitigation is not required.
The City of Lake Elsinore has identified areas known and suspected of liquefaction hazard in Figure 3.4 of the
City’s General Plan. The project site is identified within Figure 3.4 as located within an areas of moderate risk
for liquefaction; the Preliminary Geotechnical Investigation prepared for the project site, indicates that the
potential for earthquake induced liquefaction and lateral spreading at the proposed site is considered very low
to remote. This is due to the relatively low groundwater level and the dense nature of the deeper onsite earth
materials. Therefore, the proposed project would result in impacts associated with the potential for
seismicrelated ground failure such as liquefaction that would be less than significant.
According to the California Department of Conservation (CDC) landslide inventory, the proposed project is
located in the Alberhill Quadrangle; however, no landslide information is available for the project site. The
Preliminary Geotechnical Investigation prepared for the project site indicated that landslide debris was not
observed during the subsurface exploration and no ancient landslides are known to exist on the site. No
landslides are known to exist, or have been mapped, in the vicinity of the project site. Additionally the project
site is relatively flat. Therefore, the proposed project would result in an impact that would be less than
significant and no mitigation is required.
Based on the foregoing analysis, the proposed project would result in less than significant impacts associated
with the exposure of people or structures to potential substantial adverse effects, including the risk of loss,
injury or death involving rupture of a known fault.
Reference: DEIR Subsections 4.6.5.
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4.2.5.2 Soil Erosion and Loss of Topsoil
The Project would result in less-than-significant impacts due to soil erosion or the loss of top soil.
4.2.5.2.1 Mitigation
No mitigation measures are required.
4.2.5.2.2 Finding/Facts in Support of the Finding
The project site is comprised of approximately 5.63 acres of largely undeveloped land that has not been graded.
The project site is currently sitting on a slope with elevations that range from approximately 1,480 to 1,520
feet above mean sea level (msl), for a difference of about +/- 40 feet across the entire site. Currently, drainage
within the project site generally flows to the east. In addition, the project site currently has sparse vegetation
onsite that includes trees including both eucalyptus and pepper trees as well as areas of exposed soil.
Development of the project site would remove the existing vegetation during the grading and construction
process. This process would expose the underlying soils, increasing the rate of water runoff, which would
increase erosion susceptibility that would result in potential short-term soil erosion impacts. However, during
construction, erosion control best management practices (BMPs) would be incorporated as part of a Storm
Water Pollution Prevention Plan (SWPPP) prepared in compliance with the National Pollutant Discharge
Elimination System (NPDES) Construction General Permit. The BMPs incorporated would assist in
preventing the exposure of soils to wind and water and reduce the threat of erosion during the construction
phase. The City’s Engineering Department will also review the SWPPP and the BMPs for compliance prior to
the issuance of a building and grading permit. Therefore, with implementation of the above requirements,
erosion related to construction activities would be less than significant.
Following construction, wind and water erosion on the project site would be minimized, as the areas disturbed
during construction would be landscaped or covered with impervious surfaces (i.e., building foundations and
paved parking areas). Only nominal areas of exposed soil, if any, would occur in the project site’s landscaped
areas. The only potential for erosion effects to occur during project operation would be indirect effects from
stormwater discharged from the project site. As discussed in the Hydrology Report (Appendix K) prepared for
the proposed project, runoff from the project site during operational conditions was calculated to be 16% higher
than the existing condition. The excess runoff from the project site would be retained and filtered onsite via
biofiltration with underdrain. Retention of excess stormwater would ensure that indirect effects from
stormwater discharge do not result in substantial erosion or topsoil loss; therefore, impacts associated with
erosion related to operation of the proposed project would be less than significant. No mitigation is required.
Reference: DEIR Subsection 4.6.5.
4.2.5.3 Expansive Soils
The Project site is not located on expansive soil, as defined in Table 18-1-B of the Uniform Building Code
(since renamed as the California Building Code), and a substantial direct or indirect risk to life or property
would not occur due to expansive soil conditions. Impacts due to expansive soils would be less than significant.
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4.2.5.3.1 Mitigation
No mitigation measures are required.
4.2.5.3.2 Finding/Facts in Support of the Finding
The Preliminary Geotechnical Investigation prepared for the project site indicated that onsite earth materials
exhibit an expansion potential of lows classified in accordance with 2016 CBC Section 1803.5.3 and ASTM
D4829-03. Additionally, the design and construction of the proposed project would be subject to the mandatory
requirements and standards of the California Building Standards Code Title 24 (CALGreen) and Title 15,
Buildings and Construction, of the City of Lake Elsinore Municipal Code, which are designed to minimize
impacts due to seismic activity. Compliance with applicable requirements of CALGreen and the City of Lake
Elsinore would be assured through City review of grading and building permits. Accordingly, the project would
have a less than significant impact associated with expansive soils and no mitigation is required.
Reference: DEIR Subsection 4.6.5.
4.2.6 GREENHOUSE GAS EMISSIONS
4.2.6.1 Greenhouse Gas Emissions
The Project would not generate greenhouse gas emissions, either directly or indirectly, that may have a
significant impact on the environment.
4.2.6.1.1 Mitigation
No mitigation measures are required.
4.2.6.1.2 Finding/Facts in Support of the Finding
The City of Lake Elsinore has not adopted its own numeric threshold of significance for determining impacts
with respect to GHG emissions. A screening threshold of 3,000 MTCO2e per year to determine if additional
analysis is required is an acceptable approach for small projects. This approach is a widely accepted screening
threshold used by the County of Riverside and numerous cities in the South Coast Air Basin and is based on
the SCAQMD staff’s proposed GHG screening threshold for stationary source emissions for non-industrial
projects, as described in the SCAQMD’s Interim CEQA GHG Significance Threshold for Stationary Sources,
Rules and Plans (“SCAQMD Interim GHG Threshold”). The SCAQMD Interim GHG Threshold identifies a
screening threshold to determine whether additional analysis is required.
The project would result in approximately 431.23 MTCO2e per year from construction, area, energy, waste,
and water usage. In addition, the project has the potential to result in an additional 1,852.95 MTCO2e per year
from mobile sources if the assumption is made that all of the vehicle trips to and from the project are “new”
trips resulting from the development of the project. As shown in Table 4.7-3, below, the project has the
potential to generate a total of approximately 2,284.18 MTCO2e per year. As such, the project would not
exceed the SCAQMD’s recommended numeric threshold of 3,000 MTCO2e if it were applied. Thus, project
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related emissions would not have a significant direct or indirect impact on GHG emissions and climate change
and no mitigation is required.
Based on the foregoing analysis, the proposed project would not generate GHG emissions, either directly or
indirectly, that may have a significant impact on the environment; therefore, this impact is less than significant.
Reference: DEIR Subsection 4.7.5.
4.2.6.2 Conflicts with Plans, Policies, or Regulations Related to Greenhouse Gas Emissions
The Project would not conflict with an applicable plan, policy, or regulation adopted for the purpose of
reducing the emissions of greenhouse gases.
4.2.6.2.1 Mitigation
No mitigation measures are required.
4.2.6.2.2 Finding/Facts in Support of the Finding
City of Lake Elsinore Climate Action Plan (CAP)
In 2006, California adopted AB 32, which requires the state to reduce statewide GHG emissions to 1990 levels
by 2020, a reduction target that was introduced in EO S-3-05. In 2016, California adopted SB 32, which
requires the state to reduce statewide GHG emissions to 40% below 1990 levels by 2030, a reduction target
that was introduced in EO B-30-15.
AB 32 and SB 32 codified state targets and directed State regulatory agencies to develop rules and regulations
to meet the targets; AB 32 and SB 32 do not stipulate project-specific requirements. Specific requirements are
codified in rules and regulations developed by regulatory agencies such as CARB and SCAQMD, and local
City actions such as the City of Lake Elsinore CAP.
The City’s CAP, adopted in 2011, certified that the City’s target is consistent with AB 32’s 2020 goals. The
City CAP ensures that the City will be providing local GHG reductions that will complement state efforts to
reduce GHG emissions to the AB 32 target. The proposed project would not conflict with the applicable CAP
reduction measures, as shown in Table 3-2 of the Greenhouse Gas Analysis (Appendix H). Although the CAP
was prepared prior to the adoption of SB 32, it is still the applicable plan.
Assembly Bill 32 (AB 32)
Section 3.8 of the Greenhouse Gas Analysis discusses the proposed projects consistency with SB 32. ARB’s
Scoping Plan identifies strategies to reduce California’s greenhouse gas emissions in support of AB 32. Many
of the strategies identified in the Scoping Plan are not applicable at the project level, such as long-term
technological improvements to reduce emissions from vehicles; however, some measures are applicable and
supported by the project, such as energy efficiency. Finally, while some measures are not directly applicable,
the project would not conflict with their implementation.
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Table 3-3 of the Greenhouse Gas Analysis of the DEIR summarizes the proposed project’s consistency with
the State Scoping Plan. As summarized in Table 3-3, the proposed project would not conflict with any of the
provisions of the Scoping Plan and in fact supports the action categories: energy efficiency, water conservation,
recycling, and landscaping.
Senate Bill 32 (SB 32)
Senate Bill 32 (SB 32) requires the state to reduce statewide greenhouse gas emissions to 40% below 1990
levels by 2030, a reduction target that was first introduced in Executive Order B-30-15. The new legislation
builds upon the AB 32 goal of 1990 levels by 2020 and provides an intermediate goal to achieving S-3-05,
which sets a statewide greenhouse gas reduction target of 80% below 1990 levels by 2050.
According to research conducted by the Lawrence Berkeley National Laboratory and supported by the CARB,
California, under its existing and proposed GHG reduction policies, is on track to meet the 2020 reduction
targets under AB 32 and could achieve the 2030 goals under SB 32.
The proposed project reduces its GHG emissions to the maximum extent feasible. Additionally, the project
applicant would not actively interfere with any future County-mandated, state-mandated, or federally
mandated retrofit obligations enacted or promulgated to legally require development County-wide, statewide,
or nation-wide to assist in meeting state-adopted greenhouse gas emissions reduction targets, including that
established under Executive Order S-3-05, Executive Order B-30-15, or SB 32.
The proposed project does not interfere with the state’s implementation of (i) Executive Order B-30-15 and
SB 32’s target of reducing statewide GHG emissions to 40% below 1990 levels by 2030 or (ii) Executive Order
S-3-05’s target of reducing statewide GHG emissions to 80% below 1990 levels by 2050 because it does not
interfere with the state’s implementation of GHG reduction plans described in the CARB’s Updated Scoping
Plan, including the state providing for 12,000 MW of renewable distributed generation by 2020, the California
Building Commission mandating net zero energy homes in the building code after 2020, or existing building
retrofits under AB 758. Therefore, the project’s impacts on GHG emissions in the 2030 and 2050 horizon years
are less than significant.
The proposed project would not conflict with any of the 2017 Scoping Plan elements as any regulations adopted
would apply directly or indirectly to the project. Further, as discussed above the State’s existing and proposed
regulatory framework will allow the State to reduce its GHG emissions level to 40 percent below 1990 levels
by 2030.
Based on the foregoing analysis, the proposed project would not conflict with an applicable plan, policy or
regulation adopted for the purpose of reducing the emissions of GHGs; therefore, this impact is less than
significant.
Reference: DEIR Subsection 4.7.5.
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4.2.7 HAZARDS AND HAZARDOUS MATERIALS
4.2.7.1 Transport, Use, and Disposal of Hazardous Materials
The Project would not create a significant hazard to the public or the environment through the routine transport,
use, or disposal of hazardous materials
4.2.7.1.1 Mitigation
No mitigation measures are required.
4.2.7.1.2 Finding/Facts in Support of the Finding
Under existing conditions, no hazards were found on the Project site. During Project construction and
operation, mandatory compliance with federal, state, and local regulations would ensure that the Project as
proposed would not create a significant hazard to the public or environment through the routine transport, use,
or disposal of hazardous materials.
Reference: DEIR Subsection 4.8.5.
4.2.7.2 Reasonably Foreseeable Upset and Accident Conditions Leading to Hazardous
Materials Release
The Project would not create a significant hazard to the public or the environment through reasonably
foreseeable upset and accident conditions involving the release of hazardous materials into the environment,
and impacts would be less than significant.
4.2.7.2.1 Mitigation
No mitigation measures are required.
4.2.7.2.2 Finding/Facts in Support of the Finding
Under existing conditions, no hazards were found on the Project site. During Project construction and
operation, mandatory compliance with federal, State, and local regulations would ensure that the Project as
proposed would not create a significant hazard to the public or the environment through accident conditions
involving the release of hazardous materials. Thus, the Project would not create a significant hazard to the
public or environment through reasonably foreseeable upset and accident conditions involving the release of
hazardous materials in the environment.
Reference: DEIR Subsection 4.8.5.
4.2.7.3 Hazardous Emissions or Materials Affecting Schools
The Project would not emit hazardous emissions or handle hazardous or acutely hazardous materials,
substances, or waste within one-quarter mile of an existing or proposed school, and impacts would be less than
significant.
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4.2.7.3.1 Mitigation
No mitigation measures are required.
4.2.7.3.2 Finding/Facts in Support of the Finding
The nearest existing school to the project site is Terra Cotta Middle School, located approximately 0.25-mile
south of the project site (Google Earth Pro, 2020). Additionally, there are no schools planned within 0.25-mile
of the project site. Implementation of the project would not result in the routine transport, use, or disposal of
hazardous materials and would not create a significant hazard to the public. Additionally, the proposed project
would be required to comply with all applicable federal, state and local laws and regulations pertaining to the
transport, use, disposal, handling, and storage of hazardous waste during the construction phase to reduce the
likelihood and severity of accidents during transit. Accordingly, the proposed project would not emit hazardous
emissions or handle hazardous or acutely hazardous materials, substances, or waste within 0.25-mile of an
existing or proposed school. Thus, a less than significant impact would occur.
Reference: DEIR Subsection 4.8.5.
4.2.7.4 Hazardous Materials Sites
The project is not located on a site which is included on a list of hazardous materials sites compiled pursuant
to Government Code Section 65962.5.
4.2.7.4.1 Mitigation
No mitigation measures required.
4.2.7.4.2 Finding/Facts in Support of the Finding
As part of the Phase I ESA prepared for the project, a review of regulatory agency databases was conducted.
The DTSC online database, EnviroStor, was reviewed and it was determined that the project site, or any
adjacent properties, was not listed. Additionally, the State Water Resources Control Board database,
GeoTracker, which provides records on leaking underground storage tanks (LUSTs) and Spills, Leaks,
Investigation and Cleanup (SLIC) sites, was reviewed. The review determined that the project site was not
listed in the GeoTracker database. As the site is not identified as a hazardous materials site pursuant to
Government Code Section 65962.5, the proposed project would result in a less than significant impact.
Reference: DEIR Subsection 4.8.5.
4.2.7.5 Safety Hazards from Airports
The Project site is not located near any airports and the Project would therefore not result in a safety hazard
for people residing or working in the project area. Impacts would be less than significant.
4.2.7.5.1 Mitigation
No mitigation measures are required.
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4.2.7.5.2 Finding/Facts in Support of the Finding
The project site is not within two miles of an airport and the project site is not identified as within an Airport
Influence Area for airports in Riverside County (Riverside County, 2020). The nearest airport is the Perris
Valley Airport, approximately 10.5 miles to the east of the project site (Google Earth, 2020). As such, no
impact would occur.
Reference: DEIR Subsection 4.8.5.
4.2.7.6 Emergency Response Plans and Emergency Evacuation Plans
The Project would not impair implementation of or physically interfere with an adopted emergency response
plan or emergency evacuation plan, and impacts would be less than significant.
4.2.7.6.1 Mitigation
No mitigation measures are required.
4.2.7.6.2 Finding/Facts in Support of the Finding
The Project would not impair or physically interfere with an adopted emergency response plan or emergency
evacuation plan. No emergency facilities exist on the Project site, and the site does not serve as an emergency
evacuation route and the Project would be required to maintain access during construction. Thus, impacts
would be less than significant.
Reference: DEIR Subsections 4.8.5.
4.2.7.7 Wildland Fire Hazards
The proposed Project would not expose people or structures, either directly or indirectly, to a significant risk
of loss, injury or death involving wildland fires.
4.2.7.7.1 Mitigation
No mitigation measures are required.
4.2.7.7.2 Finding/Facts in Support of the Finding
Implementation of the proposed project would include development of structures within the project site and
could expose more people and additional development to potentially significant hazards from wildfires. The
project site is located within a Local Responsibility Area within a High Fire Hazard Severity Zone (Riverside
County, 2020). Additionally, the General Plan identifies the project site as being within a high fire hazard zone
(City of Lake Elsinore, 2011). In order to reduce the risk of wildland fires, the project would comply with
various regulations adopted by the City. The Lake Elsinore Local Hazard Mitigation Plan, for which the
proposed project would comply, includes various policies including on-going brush clearance, low fuel
landscaping, fire resistant building techniques, and creation of fuel modification zones around development to
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address the risk of wildfire (City of Lake Elsinore, 2017). Additionally, the project would comply with the
goals and policies identified in Section 3.4.1 of the City’s General Plan (City of Lake Elsinore, 2011).
Compliance with the Local Hazard Mitigation Plan and General Plan would reduce the risk of loss, injury or
death involving wildland fires; therefore, the proposed project would result in a less than significant impact.
Reference: DEIR Subsection 4.8.5.
4.2.8 HYDROLOGY AND WATER QUALITY
4.2.8.1 Water Quality Standards and Waste Discharge Requirements
The Project would not violate any water quality standards or waste discharge requirements or otherwise
substantially degrade surface or ground water quality, and impacts would be less than significant.
4.2.8.1.1 Mitigation
No mitigation measures are required.
4.2.8.1.2 Finding/Facts in Support of the Finding
With implementation of the Best Management Practices (BMPs) from the SWPPP and the Project-specific
WQMP, as well as implementation of the Project’s drainage plan that includes drainage basins, the Project
would result in less-than-significant impacts with respect to water quality.
Reference: DEIR Subsection 4.9.5.
4.2.8.2 Groundwater Supplies and Recharge
The Project would not substantially decrease groundwater supplies or interfere with groundwater recharge
such that the Project may impede sustainable groundwater management of the basin, and impacts would be
less than significant.
4.2.8.2.1 Mitigation
No mitigation measures are required.
4.2.8.2.2 Finding/Facts in Support of the Finding
The Project has a reliable source of domestic water and does not propose any new potable water wells that
would directly extract groundwater. Groundwater recharge would occur in on-site drainage basins and
landscaped areas, and water conveyed off-site would have the ability to percolate into the groundwater table.
The Project would not substantially deplete groundwater supplies or interfere substantially with groundwater
recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table
level, and the impact would be less than significant.
Reference: DEIR Subsection 4.9.5.
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4.2.8.3 Changes to Drainage Patterns
The Project would not substantially alter the existing drainage pattern of the site or area, including through the
alteration of the course of a stream or river or through the addition of impervious surfaces, in a manner, which
would result in substantial erosion or siltation on- or off-site; substantially increase the rate or amount of
surface runoff in a manner which would result in flooding on- or offsite; create or contribute runoff water
which would exceed the capacity of existing or planned stormwater drainage systems or provide substantial
additional sources of polluted runoff; or impede or redirect flood flows. Impacts would be less than significant.
4.2.8.3.1 Mitigation
No mitigation measures are required.
4.2.8.3.2 Finding/Facts in Support of the Finding
Implementation of the BMPs from the Project-specific SWPPP and the on-site drainage basins, included as
applicable City Regulations, would ensure that construction and operation of the Project would not result in
substantial erosion or siltation on- or off-site or contribute runoff storm water which would exceed the capacity
of existing or planned storm water drainage systems, provide substantial additional sources of polluted runoff,
or impede or redirect flood flows.
Development of the proposed project would alter existing ground contours of the project site and would
increase the impervious surface area on the project site, both of which would result in minor changes to the
existing drainage patterns of the project site.
The project would include the installation of an integrated, on-site system of underground storm drain pipes,
catch basins, two underground biofiltration with drain systems, and an underground chamber system. The
integrated storm water system is designed to capture on-site stormwater runoff flows, convey the runoff across
the project site, and treat the runoff to minimize the amount of water-borne pollutants transported from the
project site. The proposed storm water system is designed to capture and convey runoff from the project site
to the storm drain in Mountain Avenue. The post development runoff volume of the project site would replicate
the pre-development runoff volume, per SWRCB requirements.
Furthermore, as summarized in the Preliminary WQMP (Appendix J of the DEIR), the treatment controls
proposed for the Project site are effective at removing sediment from stormwater runoff during long-term
operation (Plump, 2019a). Compliance with the WQMP, and long-term maintenance of on-site stormwater
conveyance and retention infrastructure by the property owner or operator to ensure their long-term
effectiveness, would be required by the City. Therefore, stormwater runoff flows leaving the project site would
not carry substantial amounts of sediment. Impacts would be less than significant and no mitigation is required.
The majority of the portions of the project site that are proposed for development are not within a 100-year
flood hazard area. The only portion of the project site located within the 500-year flood hazard area is the
southwest portion of the project site. This area of the project site is located within ‘Zone X’ of the FEMA
FIRM, which indicates that the area has a 0.2 percent chance of flooding Thus, with implementation of
regulatory requirements the Project would not place structures within a 100-year flood hazard area and would
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not impede or redirect flood flows. Accordingly, the Project’s potential to contribute to an impact associated
with placing housing or structures within a 100-year flood zone would be less than significant.
Reference: DEIR Subsection 4.9.5.
4.2.8.4 Release of Pollutants due to Project Inundation
The Project site is not subject to flood hazards, tsunamis, or seiches, and the risk of release of pollutants due
to Project inundation would therefore be less than significant.
4.2.8.4.1 Mitigation
No mitigation measures are required.
4.2.8.4.2 Finding/Facts in Support of the Finding
The Pacific Ocean is located more than 20 miles southwest of the project site; consequently, there is no
potential for the project site to be inundated by a tsunami. The nearest large body of surface water is Lake
Elsinore, located approximately 2 miles south of the project site (Google Earth, 2020). Due to the distance and
the lower elevation of the lake, the project site would not be subject to seiche associated with Lake Elsinore.
Additionally, the project site is located outside of the 100-year floodplain (FEMA, 2020). Accordingly,
implementation of the project would not risk release of pollutants due to inundation. The proposed project
would result in no impacts.
Reference: DEIR Subsection 4.9.5.
4.2.8.5 Conflicts with Water Quality Control Plans or Sustainable Groundwater Management
Plans
The Project would not conflict with or obstruct implementation of a water quality control plan or sustainable
groundwater management plan, and impacts would be less than significant.
4.2.8.5.1 Mitigation
No mitigation measures are required.
4.2.8.5.2 Finding/Facts in Support of the Finding
The proposed Project would require a National Pollutant Discharge Elimination System (NPDES) Permit,
issuance of a Waste Discharge Requirements (WDR) by the Santa Ana Regional Water Quality Control Board
(RWQCB), and Water Quality Certification, which would ensure the Project does not conflict with the Water
Quality Control Plan for the Santa Ana River Basin. Additionally, the Project site is not located within any
sustainable groundwater management plans, and the Project would not affect water quality or the amount of
water discharged to local aquifers. Impacts would be less than significant.
Reference: DEIR Subsection 4.9.5.
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4.2.9 LAND USE AND PLANNING
4.2.9.1 Conflicts with Land Use Plans, Policies, and Regulations
The Project would not cause a significant environmental impact due to a conflict with any applicable land use
plan, policy, or regulation adopted for the purpose of avoiding or mitigating an environmental effect, and
impacts would be less than significant.
4.2.9.1.1 Mitigation
No mitigation measures are required.
4.2.9.1.2 Finding/Facts in Support of the Finding
The Land Use Element designates the general distribution, general location, and extent of land uses, such as
housing, business, industry, open space, agriculture, natural resources, recreation, and public/quasi-public
uses. The General Plan Land Use Map (General Plan Figure 2.1A) designates the project site as General
Commercial. The project proposes development of approximately 32,695 square feet (SF) of commercial retail
development, which includes a 3,400 SF convenience store with an attached 1,525 SF Quick-Serve Restaurant
(QSR), a 4,089 SF gas fueling canopy, a 3,150 SF express car wash, two (2) 4,850 SF retail buildings, a 3,320
SF drive-through restaurant with an attached 1,600 SF retail building, and a 2,520 SF drive-through restaurant
with an attached 2,400 SF retail building. The proposed project includes a Conditional Use Permit (CUP No.
2019-19) and a Commercial Design Review (CDR No. 2019-27) to allow for the uses within the project site.
Environmental impacts associated with CUP No. 2019-19 and CDR No. 2019-27 have been evaluated under
the relevant issue areas throughout this EIR. Under each of these topics, the project’s impacts are determined
to be less than significant, or mitigation measures have been imposed to reduce impacts to the maximum
feasible extent. There are no components of CUP No. 2019-19 and CDR No. 2019-27 that have not already
been addressed and accounted for throughout this EIR. Thus, there are no adverse environmental effects
associated with such changes that have not already been evaluated and addressed throughout this EIR. The
project would be consistent with all of the policies contained within the Land Use Element. Accordingly, the
Project would not conflict with the General Plan Land Use Element exhibits or policies, and impacts would be
less than significant. Furthermore, the Project would be consistent with the General Plan and SCAG Regional
Transportation Plan/Sustainable Communities Strategy (RTP/SCS) goals. Impacts due to a conflict with the
land use designations and policies of the General Plan and other planning documents would be less than
significant.
Reference: DEIR Subsections 4.10.5.
4.2.10 NOISE
4.2.10.1 Groundborne Vibration and Noise Impacts
The Project would not generate excessive ground borne vibration or ground borne noise levels during
construction activities, and impacts would be less than significant.
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4.2.10.1.1 Mitigation
No mitigation measures are required.
4.2.10.1.2 Finding/Facts in Support of the Finding
Per the Federal Transit Administration (FTA) Transit Noise Impact and Vibration Assessment (8), vibration is
the periodic oscillation of a medium object. The rumbling sound caused by the vibration of room surfaces is
called structure-bore noise. Sources of ground-borne vibrations include natural phenomena or human-made
causes which include things such as explosions, machinery, traffic, trains, and construction equipment.
Construction activity can result in varying degrees of ground vibration, depending on the equipment and
methods used, distance to the affect structures and soils. It is expected that ground-borne vibration from the
proposed project construction activities would cause only intermitted, localized intrusion. According to the
Noise Impact Analysis, these construction activities would have the potential to generate low levels of
groundbore vibration within the project site including grading.
The proposed project is expected to produce ground-borne vibration form construction activities and would
cause only intermittent, localized intrusion. These anticipated vibrations during construction activities are
expected to be caused by heavy construction equipment and trucks that would haul building materials. The
Noise Impact Analysis, utilized vibration source level of construction equipment shown in Table 4.11-23 –
Unmitigated Construction Equipment Vibration Levels of the DEIR, and the construction vibration assessment
methodology published in by the FTA.
The proposed project’s construction vibration velocity levels are expected to approach 0.01 in/sec root-mean-
square (RMS) at the nearby receiver locations at distances ranging from 85 to 390 feet. According to the City
of Lake Elsinore, the vibration threshold is 0.01 in/sec RMS, which indicates that construction-related vibration
impacts are considered less than significant and no mitigation measures are required.
Reference: DEIR Subsection 4.11.5.
4.2.10.2 Airport Noise
The project site is not located near a private airstrip or a public airport, and no impacts would occur.
4.2.10.2.1 Mitigation
No mitigation measures are required.
4.2.10.2.2 Finding/Facts in Support of the Finding
The project site is not located near a private airstrip or a public airport. The nearest small private airport located
within the vicinity of the project is located approximately 10 miles southeast of the site. In addition, the project
site is not located within the Influence Area of this airport. Due to the distance of the airport it is not anticipated
that they proposed project would expose employees and visitors to excessive aircraft-related noise. No impact
would occur.
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Reference: DEIR Subsection 4.11.5.
4.2.11 PUBLIC SERVICES
4.2.11.1 Fire Protection Services
The Project would not result in substantial adverse physical impacts associated with the provision of new or
physically altered fire protection facilities or the need for new or physically altered fire protection facilities,
the construction of which could cause significant environmental impacts, in order to maintain acceptable
service ratios, response times, or other performance objectives for fire protection services. Impacts would be
less than significant.
4.2.11.1.1 Mitigation
No mitigation measures are required.
4.2.11.1.2 Finding/Facts in Support of the Finding
With payment of mandatory Development Impact Fee (DIF) fees, the proposed Project’s potential direct and
cumulatively-considerable impacts to the Riverside County Fire Department (RCFD) would be reduced to
less-than-significant levels, and the Project would not result in or require the construction of new fire protection
facilities that could result in a significant impact to the environment.
Reference: DEIR Subsection 4.12.5.
4.2.11.2 Sheriff Services
The Project would not result in substantial adverse physical impacts associated with the provision of new or
physically altered sheriff facilities or the need for new or physically altered sheriff facilities, the construction
of which could cause significant environmental impacts, in order to maintain acceptable service ratios,
response times, or other performance objectives for sheriff services. Impacts would be less than significant.
4.2.11.2.1 Mitigation
No mitigation measures are required.
4.2.11.2.2 Finding/Facts in Support of the Finding
With payment of mandatory DIF fees, the proposed Project’s potential direct and cumulatively-considerable
impacts to the Riverside County Sheriff’s Department (RCSD) would be reduced to less-than-significant
levels, and the Project would not result in or require the construction of new police protection facilities that
could result in a significant impact to the environment.
Reference: DEIR Subsections 4.12.5.
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4.2.11.3 School Services
The Project would not result in substantial adverse physical impacts associated with the provision of new or
physically altered school facilities or the need for new or physically altered school facilities, the construction
of which could cause significant environmental impacts, in order to maintain acceptable service ratios,
response times, or other performance objectives for school services. Impacts would be less than significant.
4.2.11.3.1 Mitigation
No mitigation measures are required.
4.2.11.3.2 Finding/Facts in Support of the Finding
The proposed project does not include the development of any land uses that would directly induce population
growth; therefore, the proposed project would not result in an increase in school-aged children within the City.
The proposed project would have no impact on school services.
Reference: DEIR Subsection 4.12.5.
4.2.11.4 Parks
The Project would not result in substantial adverse physical impacts associated with the provision of new or
physically altered park facilities or the need for new or physically altered park facilities, the construction of
which could cause significant environmental impacts, in order to maintain acceptable service ratios, response
times, or other performance objectives for recreational amenities. Impacts would be less than significant.
4.2.11.4.1 Mitigation
No mitigation measures are required.
4.2.11.4.2 Finding/Facts in Support of the Finding
The proposed project does not include the development of any land uses that would directly induce population
growth; therefore, the proposed project would not result in an increase in the number of people utilizing City
park space and contributing to its deterioration. However, the proposed project would be required to pay park
fees per the LEMC Section 16.74 that would contribute to the maintenance and improvement costs of parks
and associated facilities within the City. Based on the foregoing analysis, the project would have a less than
significant impact associated with park facilities..
Reference: DEIR Subsection 4.12.5.
4.2.11.5 Other Public Facilities
The Project would not result in substantial adverse physical impacts associated with the provision of new or
physically altered public facilities or the need for new or physically altered public facilities, the construction
of which could cause significant environmental impacts, in order to maintain acceptable service ratios,
response times, or other performance objectives. Impacts would be less than significant.
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4.2.11.5.1 Mitigation
No mitigation measures are required.
4.2.11.5.2 Finding/Facts in Support of the Finding
Chapter 16.74 of the LEMC establishes a program for the adoption and administration of DIFs by the City for
the purpose of defraying the costs of public expenditures for capital improvements and operational services to
the extent allowed by law which will benefit such new development:
• Section 16.74.048 includes an “Animal Shelter Facilities Fee” to mitigate the additional burdens
created by new development for animal facilities.
• In addition, the proposed Project will be required to pay City Hall & Public Works fees, Community
Center Fees, and Marina Facilities Fees prior to the issuance of building permits. Payment of the above
fees is a standard requirement and not considered unique mitigation under CEQA.
Based on the foregoing analysis, the project would have a less than significant impact associated with other
governmental institutions.
Reference: DEIR Subsection 4.12.5.
4.2.12 TRANSPORTATION AND TRAFFIC
A. Conflicts with Programs, Plans, Ordinances, or Policies Addressing the Circulation
System
The project conflict with a program plan, ordinance or policy addressing the circulation system, including
transit, roadway, bicycle and pedestrian facilities.
4.2.12.1.1 Mitigation
No mitigation measures are required.
4.2.12.1.2 Finding/Facts in Support of the Finding
This section presents the traffic volumes estimated to be generated by the project’s trip assignment onto the
roadway network surrounding the project site. It is anticipated that the Project would be developed in a single
phase with an anticipated Opening Year of 2021. For the purpose of this analysis, the following driveways will
provide access to the project site:
• Driveway 1 via Mountain Street – Full Access
• Driveway 2 via Mountain Street – Right-in/Right-out access only
• Driveway 3 via Lake Street – Right-in/Right-out access only
• Driveway 4 via Lake Street – Right-in/Right-out access only
Project Trip Generation
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Trip generation represents the amount of traffic which is both attracted to and produced by a development.
Determining traffic generation for a specific project is therefore based upon forecasting the amount of traffic
that is expected to be both attracted to and produced by the specific land uses being proposed for a given
development.
The trip generation rates used for this analysis are based upon information collected by the ITE as provided in
their Trip Generation Manual (10th Edition, 2017) for Shopping Center (ITE Land Use Code 820), Fast-Food
Restaurant with Drive- Through Window (ITE Land Use Code 934), Super Convenience Market/Gas Station
(ITE Land Use Code 960), and Automated Car Wash (ITE Land Use Code 948). A summary of the project’s
trip generation is shown in Table 14.13-2, Project Trip Generation Summary of the DEIR.
As the project is proposed to include shopping center, gas station, and other complementary uses, pass-by
percentages have been obtained from the ITE Trip Generation Handbook (3rd Edition, 2017). Patrons of the
gas station may also visit other uses on-site, including the restaurants, car wash, and retail uses, without leaving
the site. The ITE Trip Generation Handbook has been utilized to determine the internal capture for the
applicable mix of uses. Pass-by trip reductions at the project driveways and site adjacent intersection of Lake
Street and Mountain Street are shown on Exhibit 4-2 of the Traffic Impact Analysis.
As the trip generation for the project site was conservatively estimated based on individual land uses as
opposed to the average ITE Shopping Center rate, an internal capture reduction was applied to recognize the
interactions that would occur between the various complementary land uses. The internal capture is based on
the National Cooperative Highway Research Program’s (NCHRP Report 684) internal capture trip capture
estimation tool. As shown in Table 4.13-2 0f the DEIR, the proposed project is anticipated to generate a net
total of 3,696 trip-ends per day with 380 AM peak hour trips and 319 PM peak hour trips.
Project Trip Distribution
The project trip distribution and assignment process represents the directional orientation of traffic to and from
the project site. The trip distribution pattern is heavily influenced by the geographical location of the site, the
location of surrounding uses, and the proximity to the regional freeway system. The Project trip distribution
pattern is graphically depicted on Exhibit 4-2 of the Traffic Impact Analysis.
Modal Split
The potential for project trips to be reduced by the use of public transit, walking or bicycling have not been
included as part of the project’s estimated trip generation. Essentially, the project’s traffic projections are
"conservative" in that these alternative travel modes would reduce the forecasted traffic volumes.
Project Trip Assignment
The assignment of traffic from the project area to the adjoining roadway system is based upon the project trip
generation, trip distribution, and the arterial highway and local street system improvements that would be in
place by the time of initial occupancy of the project. Based on the identified project traffic generation and trip
distribution patterns, project only ADT and peak hour intersection turning movement volumes are shown on
Exhibit 4-3 of the Traffic Impact Analysis.
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Background Traffic
Future year traffic forecasts have been based upon background (ambient) growth of 4.04% (2% per year
compounded annually over two years) for 2021 traffic conditions. This ambient growth rate is added to existing
traffic volumes to account for area-wide growth not reflected by cumulative development projects. Ambient
growth has been added to daily and peak hour traffic volumes on surrounding roadways, in addition to traffic
generated by the development of future projects that have been approved but not yet built and/or for which
development applications have been filed and are under consideration by governing agencies.
Cumulative Development Traffic
A cumulative project list, included as Table X, was developed for the purposes of this analysis through
consultation with planning and engineering staff from the City of Lake Elsinore. Table X includes a summary
of cumulative development projects and their proposed land uses. If applicable, the traffic generated by
individual cumulative projects was manually added to the EAP (2021) forecasts to ensure that traffic generated
by the listed cumulative development projects in Table X are reflected as part of the background traffic to
estimate EAPC (2021) traffic forecasts.
For the purposes of this study, an absorption percentage has been applied to the cumulative development traffic.
It is unlikely that each cumulative development project will be fully constructed and occupied by the year
2021. As such, 15% of the cumulative development traffic is added on top of EAP (2021) traffic volumes.
Cumulative ADT and peak hour intersection turning movement volumes are shown on Exhibit 4-5 of the
Traffic Impact Analysis.
Existing Plus Project (E+P) Conditions
This section discusses the traffic forecasts for Existing plus Project (E+P) conditions and the resulting
intersection operations and traffic signal warrant analyses.
E+P Project Traffic Volume Forecasts
This scenario includes existing traffic volumes plus project traffic. The ADT volumes and weekday AM and
PM peak hour intersection turning movement volumes which can be expected for E+P traffic conditions are
shown on Exhibit 5-1 of the Traffic Impact Analysis.
Intersection Operations Analysis
E+P peak hour traffic operations have been evaluated for the study area intersections based on the analysis
methodologies presented the Methodologies Section, above. The intersection analysis results are summarized
in Table 4.13-3 of the DEIR, Intersection Analysis for E+P Conditions, below, which indicates that there are
no study area intersections anticipated to operate at an unacceptable LOS with the addition of project traffic,
consistent with existing traffic conditions.
Traffic Signal Warrant Analysis
With the addition of project traffic, the following unsignalized study area intersection is anticipated to warrant
a traffic signal for E+P traffic conditions:
• Driveway 1/Ginger Root Way & Mountain Street
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The intersection of Driveway 1/Ginger Root Way and Mountain Street is anticipated to operate at an acceptable
LOS during the peak hours as an unsignalized, cross-street stop-controlled intersection under E+P traffic
conditions. As such, a traffic signal has not been recommended at this intersection.
Existing Plus Ambient Growth Plus Project (EAP)
This section discusses the traffic forecasts for EAP conditions and the resulting intersection operations and
traffic signal warrant analyses.
EAP Project Traffic Volume Forecasts
This scenario includes Existing traffic volumes plus an ambient growth factor of 4.04% (2% per year
compounded annually for two years). The weekday ADT and weekday AM and PM peak hour volumes which
can be expected for EAP (2021) traffic conditions are shown on Exhibit 6-1 of the Traffic Impact Analysis.
Intersection Operations Analysis
LOS calculations were conducted for the study intersections to evaluate their operations under EAP (2021)
traffic conditions with the roadway and intersection geometrics. As shown in Table 4.13-4 of the DEIR,
Intersection Analysis for EAP (2021) Conditions, below, there are no study area intersections anticipated to
operate at an unacceptable LOS during the peak hours under EAP (2021) traffic conditions, consistent with
existing traffic conditions.
Traffic Signal Warrant Analysis
There are no additional unsignalized study area intersections that are anticipated to warrant a traffic signal for
EAP (2021) traffic conditions, in addition to the intersection identified under E+P traffic conditions.
Existing Plus Ambient Growth Plus Project Plus Cumulative Projects (EAPC)
This section discusses the methods used to develop EAPC (2021) traffic forecasts, and the resulting
intersection operations and traffic signal warrant analyses.
EAPC Project Traffic Volume Forecasts
This scenario includes existing traffic volumes plus an ambient growth factor of 4.04% (2% per year
compounded annually for two years) plus traffic from pending and approved but not yet constructed known
development projects in the area, in conjunction with project traffic. The weekday ADT and weekday AM and
PM peak hour volumes which can be expected for EAPC (2021) traffic conditions are shown on Exhibit 7-1
of the Traffic Impact Analysis.
Intersection Operations Analysis
LOS calculations were conducted for the study intersections to evaluate their operations under EAPC (2021)
traffic conditions with the roadway and intersection geometrics consistent with Section 7.1 Roadway
Improvements. As shown in Table 4.13-5 of the DEIR, Intersection Analysis for EAPC (2021) Conditions,
below, there are no study area intersections anticipated to operate at an unacceptable LOS during the peak
hours under EAPC (2021) traffic conditions, consistent with existing (2019) traffic conditions.
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Traffic Signal Warrant Analysis
There are no additional unsignalized study area intersections that are anticipated to warrant a traffic signal for
EAPC (2021) traffic conditions, in addition to the intersection identified under E+P traffic conditions.
Conclusion
Based on the foregoing analysis, none of the study area intersections would operate at a deficient LOS or
warrant a traffic signal under any of the analyzed scenarios. Additionally, the proposed project would be
required to participate in the City of Lake Elsinore Transportation Impact Fee Program, the Transportation
Uniform Mitigation Fee Program, and also contribute funds through the Fair Share Program. Participation
would insure that implementation of the project would not result in impacts to the local roadways in the future.
This impact is less than significant.
Reference: DEIR Subsection 4.13.5.
4.2.12.2 CEQA Guidelines section 15064.3, subdivision (b)
4.2.12.2.1 Mitigation
No mitigation measures are required.
4.2.12.2.2 Finding/Facts in Support of the Finding
The City of Lake Elsinore Transportation Impact Analysis Guidelines provides details on appropriate
“screening thresholds” that can be used to identify when a proposed land use project is anticipated to result in
a less than significant impact associated with vehicle miles travelled (VMT). City Guidelines list the screening
thresholds in the following three steps:
• Step 1: Transit Priority Area (TPA) Screening
• Step 2: Low VMT Area Screening
• Step 3: Project Type Screening
A land use project need only to meet one of the above screening thresholds to result in a less than significant
impact.
Step 1: TPA Screening
Projects located within a Transit Priority Area (TPA) (i.e., within ½ mile of an existing “major transit stop” or
an existing stop along a “high-quality transit corridor”) may be presumed to have a less than significant impact
absent substantial evidence to the contrary. However, the presumption may not be appropriate if a project:
• Has a Floor Area Ratio (FAR) of less than 0.75;
• Includes more parking for use by residents, customers, or employees of the project than required by
the jurisdiction (if the jurisdiction requires the project to supply parking);
• Is inconsistent with the applicable Sustainable Communities Strategy (as determined by the lead
agency, with input from the Metropolitan Planning Organization); or
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• Replaces affordable residential units with a smaller number of moderate- or high-income residential
units.
The Project is not within a TPA nor does it meet the secondary FAR ratio requirement of greater than 0.75
FAR; therefore, the TPA threshold is not met.
Step 2: Low VMT Screening Area
As noted in the City Transportation Impact Analysis Guidelines, 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. The Screening Tool uses the sub-regional travel demand model Riverside Transportation
Analysis Model to estimate VMT for individual traffic analysis zones (TAZ’s) for areas throughout the
Western Riverside Council of Governments region. A low VMT area is defined as an individual TAZ where
total daily VMT per service population is lower than the City average total daily VMT per service population.
The project site was selected in the Screening Tool to determine the VMT per service population for the TAZ
containing the project. Based on the Screening Tool results, the project TAZ (TAZ 3,419) is shown to generate
33.08 average daily VMT per service population, while the City of Lake Elsinore average daily VMT per
service population is shown to be 36.29. Consistent with City Transportation Impact Analysis Guidelines,
before a final determination can be made based on low VMT area screening, the traffic engineer should also
review the underlying land use assumptions and associated socio-economic data (SED) contained in the low
VMT generating TAZ to ensure the proposed Project’s land use is consistent with that of the low VMT
generating TAZ. However, based on a review of the underlying SED contained within TAZ 3,419 there is
2,727 population (i.e., residential uses), 1 retail employee and 121 educational employees contained in the
zone. The proposed Project does not appear to be consistent with the underlying land uses contained in the low
VMT generating TAZ; therefore, Low VMT Area screening threshold is not met.
Step 3: Project Type Screening
The City Transportation Impact Analysis Guidelines describe that projects consisting of local-serving retail
less than 50,000 square feet may be presumed to cause 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 consists of 13,200 square feet of shopping center use,
a gasoline service station with a 3,400 square foot convenience market, 7,365 square feet of fast-food restaurant
with drive-through window use, and an automated car wash tunnel and is assumed to be local serving. The
project proposes local-serving retail less than 50,000 square feet; therefore, the Project Type Screening
threshold is met and the project is assumed to have a less than significant impact with regards to VMT.
Reference: DEIR Subsection 4.13.5.
4.2.12.3 Safety Hazards
The Project would not substantially increase hazards due to a geometric design feature (e.g., sharp curves or
dangerous intersections) or incompatible uses (e.g., farm equipment), and impacts would be less than
significant.
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4.2.12.3.1 Mitigation
No mitigation measures are required.
4.2.12.3.2 Finding/Facts in Support of the Finding
The proposed project would have an internal circulation system and would also consist of a total of four (4)
driveways, two (2) located along Mountain Street, and the other two (2) located along Lake Street. Other
design features that include sight distance design requirements, access points, pedestrian and bicycle facilities
would comply with all applicable City codes, policies and standards. During the City’s review process for the
proposed project, the City of Lake Elsinore reviewed the proposed design plans to ensure that no hazardous
roadway features would be implemented. The proposed project would not include any components that would
result in incompatible uses on roadways, including heavy equipment, etc. Accordingly, the proposed project
would not create or substantially increase safety hazards due to a geometric design feature or incompatible use.
Impacts associated with this issue would be less than significant.
Reference: DEIR Subsection 4.13.5.
4.2.12.4 Emergency Access
Implementation of the proposed Project would not result in inadequate emergency access during construction
activities, and impacts would be less than significant.
4.2.12.4.1 Mitigation
No mitigation measures are required.
4.2.12.4.2 Finding/Facts in Support of the Finding
The proposed project would have an internal circulation system and would also consist of a total of four (4)
driveways, two (2) located along Mountain Street, and the other two (2) located along Lake Street. Other
design features that include sight distance design requirements, access points, pedestrian and bicycle facilities
would comply with all applicable City codes, policies and standards. During the City’s review of the proposed
project, the City reviewed the proposed design plans to ensure that adequate emergency access would be
available at the site. Accordingly, the proposed project would not result in inadequate emergency access during
long-term operation of the Project and impacts would be less than significant.
Due to temporary lane closures that may occur during the project’s construction phase, project-related
construction activities may conflict with emergency access routes and access to nearby uses during frontage
improvements along Lake Street and Mountain Street. Project-related construction traffic would be required
to comply with a temporary traffic control plan that meets the applicable requirements of the California Manual
on Uniform Traffic Control Devices. Although it is anticipated a less-than- significant impact would occur
with the requirement to implement a temporary traffic control plan during construction, out of an abundance
of caution, a significant impact is identified. Accordingly, near-term impacts to emergency access would be
significant prior to mitigation.
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Reference: DEIR Subsection 4.13.5.
4.2.13 UTILITIES AND SERVICE SYSTEMS
4.2.13.1 Impacts due to Public Facilities
The Project would not require or result in the relocation or construction of new or expanded water, wastewater
treatment, or storm water drainage, electric power, natural gas, or telecommunication facilities, the
construction or relocation of which could cause significant environmental effects. The Project also would not
result in a determination by the wastewater treatment provider, which serves or may serve the project, that it
has inadequate capacity to serve the project’s projected demand in addition to the provider’s existing
commitments. Impacts would be less than significant.
4.2.13.1.1 Mitigation
No mitigation measures are required.
4.2.13.1.2 Finding/Facts in Support of the Finding
No existing water or wastewater lines would be relocated or upsized as part of the project. The project would
include the installation of water and wastewater lines within the project site, connecting to existing EVMWD
water and wastewater facilities within Lake Street and Mountain Street. Installation of water and wastewater
lines on the project site is considered an inherent component of the project’s construction process, and no
significant impacts have been identified throughout this EIR specifically related to installation of the water and
sewer lines.
The project also would entail the installation of storm drain lines and a detention/water quality basin on the
project site. Implementation of the project was determined to result in a hydraulic condition of concern due to
the 16 percent increase in post development runoff. The excess runoff would be retained and filtered onsite via
biofiltration with underdrain (Plump, 2019a). Installation of storm water and water quality infrastructure on
the project site is considered an inherent component of the project’s construction process, and no significant
impacts have been identified throughout this EIR specifically related to installation of the onsite drainage
system.
The project also would require the installation of natural gas lines that connect the project to the existing natural
gas lines within Lake Street. The project would involve utility connections to provide electric power and
telecommunications services to the project site. Installation of dry utilities on the project site is considered an
inherent component of the Project’s construction process, and no significant impacts have been identified
throughout this EIR specifically related to their installation.
In summary, the installation of the utility and service system infrastructure improvements proposed by the
Applicant would result in physical environmental impacts inherent in the Project’s construction process;
however, these impacts have already been included in the analyses of construction-related effects presented
throughout this EIR. In instances where the project’s construction phase would result in specific, significant
impacts, feasible mitigation measures are provided. The construction of infrastructure necessary to serve the
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project would not result in any significant physical effects on the environment that are not already identified
and disclosed elsewhere in this this EIR.
Based on the foregoing analysis, implementation of the proposed project would not result in a substantial
adverse effect associated with the relocation or construction of new or expanded utility infrastructure and
impacts are less than significant.
Reference: DEIR Subsection 4.15.5.
4.2.13.2 Impacts due to Water Supplies
The EVMWD would have the capacity to serve the Project and reasonably foreseeable future development
during normal, dry, and multiple dry years, and impacts would be less than significant.
4.2.13.2.1 Mitigation
No mitigation measures are required.
4.2.13.2.2 Finding/Facts in Support of the Finding
EVMWD is responsible for supplying water to the project site. Implementation of the project would require
water at a rate of 2,500 gallons per acre per day (City of Lake Elsinore, 2011b). As the project site is a total of
approximately 6.07 acres, the project would require approximately 15,175 gallons of water per day. This is
equivalent to approximately 5.54 million gallons of water per year, or approximately 17 acre-feet of water per
year.
As discussed in the EVMWD’s UWMP, water supplies are projected to exceed demand through 2040 under
normal, historic single-dry and historic multiple-dry year conditions. Under each water planning scenario
(normal year, single dry year, multiple dry years) EVMWD water supply is projected to exceed demand
(EVMWD, 2016). EVMWD forecasts for projected water demand are based on the population projections of
the Southern California Association of Governments (SCAG), which rely on adopted general plan land use
maps land use designations. As the project is consistent with the existing land use designation, and a General
Plan Amendment would not be required, buildout of the project site with commercial uses is previously
considered in the SCAG population projections and the UWMP. As stated above, the EVMWD expects to
have adequate water supplies to meet all its demands until at least 2040; therefore, sufficient water supplies
available to serve the project from existing entitlements/resources and no new or expanded entitlements are
needed.
Based on the foregoing analysis, implementation of the proposed project would not result in a substantial
adverse effect associated with water resources and impacts are less than significant.
Reference: DEIR Subsection 4.15.5
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4.2.13.3 Impacts due to Wastewater treatment
The EVMWD would have the capacity to serve the Project and reasonably foreseeable future development,
and impacts would be less than significant.
4.2.13.3.1 Mitigation
No mitigation measures are required.
4.2.13.3.2 Finding/Facts in Support of the Finding
EVMWD is responsible for supplying wastewater services to the project site. Implementation of the project
would generate wastewater at a rate of approximately 1,500 gallons per day per acre (City of Lake Elsinore,
2011). As the project site is a total of approximately 6.07 acres, the project would generate approximately
9,105 gallons of wastewater per day. The daily amount of wastewater generated would result in an annual
generation of approximately 3.32 million gallons of wastewater per year that will be conveyed to the EVMWD
Regional WRF, which is located in the City of Lake Elsinore. The Regional WRF currently has a capacity of
8 million gallons per day and has plans to expand its facilities by 4 million gallons per day to meet a capacity
of 12 million gallons a day (EVMWD, 2020). The discharge rate of 9,105 gallons per day would utilize a
nominal (approximately 0.003%) portion of the overall capacity of the Regional WRF.
Based on the foregoing analysis, implementation of the proposed project would not result in a substantial
adverse effect associated with wastewater generated by the project and impacts are less than significant.
Reference: DEIR Subsection 4.15.5
4.2.13.4 Solid Waste Impacts
The proposed Project would not generate solid waste in excess of State or local standards, or in excess of the
capacity of local infrastructure, or otherwise impair the attainment of solid waste reduction goals. Impacts
would be less than significant.
4.2.13.4.1 Mitigation
No mitigation measures are required.
4.2.13.4.2 Finding/Facts in Support of the Finding
During both construction and operation of the Project, the amount of solid waste generated by the Project
would represent a nominal increase in the existing available disposal capacity of the Perris TS/MRF, the El
Sobrante Landfill, the Badlands Landfill, and the Lamb Canyon Landfill. Thus, the Project would be served
by a landfill with insufficient permitted capacity to accommodate the project’s solid waste disposal needs and
impacts would be less than significant.
Reference: DEIR Subsection 4.15.5
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4.2.13.5 Solid Waste Regulations and Requirements
The Project would be required to comply with federal, state, and local management and reduction statutes and
regulations related to solid waste, and impacts would be less than significant.
4.2.13.5.1 Mitigation
No mitigation measures are required.
4.2.13.5.2 Finding/Facts in Support of the Finding
Existing landfills that serve the Project site are required to comply with federal, state, and local statues and
regulations related to solid waste. Compliance with federal, state, and local statutes and regulations would
reduce the amount of solid waste generated by the Project and diverted to landfills, which in turn would aid in
the extension of the life of affected disposal sites. The Project would comply with all applicable solid waste
statutes and regulations; as such, impacts would be less than significant.
Reference: DEIR Subsections 4.18.4 and 4.18.5.
4.3 FINDINGS REGARDING ENVIRONMENTAL IMPACTS WHICH CAN BE MITIGATED TO LEVEL
OF LESS-THAN-SIGNIFICANT
Environmental impacts identified in the DEIR as potentially significant but which the City finds can be
mitigated to a level of less than significant through the imposition of feasible mitigation measures identified
in the Final EIR and set forth herein, are described in this section.
4.3.1 BIOLOGICAL RESOURCES
4.3.1.1 Impacts to Sensitive Species
Implementation of the Project would have a substantial adverse effect on species identified as a candidate,
sensitive, or special status species in local or regional plans, policies, or regulations, or by the California
Department of Fish and Wildlife (CDFW) or U.S. Fish and Wildlife Service (USFWS). However,
implementation of the required mitigation would reduce impacts to less-than-significant levels.
4.3.1.1.1 Mitigation
The impact will be mitigated to less-than-significant levels with implementation of the following mitigation
measures.
BIO-1: Burrowing Owl Surveys. In accordance with MSHCP Objective 6, prior to issuance of grading permits
or other permits authorizing ground disturbance, the project Applicant shall retain a qualified biologist
to perform a pre-construction burrowing owl survey. The preconstruction burrowing owl survey shall
occur within the Burrowing Owl Survey Area where suitable habitat is present within 30 days prior to
project commencement of any ground disturbing activities at the project site. If active burrowing owl
burrows are detected during the breeding season, all work within an appropriate buffer (typically a
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minimum 300 feet) of any active burrow shall be halted until that nesting effort is finished. The on-site
biologist shall review and verify compliance with these boundaries and shall verify the nesting effort
has finished. Work can resume in the buffer when no other active burrowing owl burrows nests are
found within the buffer area. If active burrowing owl burrows are detected outside the breeding season
or during the breeding season and its determined nesting activities have not begun, then passive and/or
active relocation may be approved following consultation with CDFW. The installation of one-way
doors may be installed as part of a passive relocation program. Burrowing owl burrows shall be
excavated with hand tools by a qualified biologist when determined to be unoccupied, and back filled
to ensure that animals do not re-enter the holes/dens. Upon completion of the survey and any follow-
up construction avoidance management, a report shall be prepared and submitted to CDFW. A copy of
the results of the pre-construction survey (and all additional surveys), as well as copies of the
Burrowing Owl Management Plan, if required, shall be provided to the City of Lake Elsinore Planning
Division for review and approval (in the case of the Burrowing Owl Management Plan) prior to any
vegetation clearing and ground disturbance activities.
BIO-2: Nesting Bird Pre-construction Surveys. In order to avoid violation of the federal MBTA and California
Fish and Game Code, construction activities shall be avoided to the greatest extent possible during the
nesting season (generally February 1 to August 31).
If construction activities are to occur during the nesting season, a pre-construction nesting survey shall
be conducted within three days prior to the commencement of construction (if between February 1 and
August 31). A qualified biologist shall perform the nesting survey that will consist of a single visit to
ascertain whether there are active raptor nests within 500 feet of the project footprint or other protected
bird nests within 300 feet of the project footprint. Nests will be searched for in the trees and shrubs.
This survey shall identify the species of nesting bird and to the degree feasible, nesting stage (e.g.,
incubation of eggs, feeding of young, near fledging). Nests shall be mapped (not by using GPS because
close encroachment may cause nest abandonment). The follow-up nesting survey shall be conducted
for five (5) consecutive days and no more than three (3) days prior to construction. If an active nest is
observed, the nest location shall be fenced off surrounding an adequate radius buffer zone as
determined by the biological monitor, to be at least 350 feet. The buffer zone shall not be disturbed
until the nest is inactive. Biological monitoring shall occur during vegetation removal activities.
4.3.1.1.2 Finding/Facts in Support of the Finding
Changes or alterations have been required in, or incorporated into, the proposed Project which mitigate or
avoid the significant effects on the environment.
Based upon the analysis presented in the DEIR and considering the information contained in the Record of
Proceedings, the City Council hereby finds that Project activities could result in substantial adverse impacts
on sensitive species. Specifically, the project site is located within the Western Riverside County MSHCP
Burrowing Owl Survey Area and therefore has the potential to support burrowing owls. Burrowing Owl
Surveys were conducted in 2005 pursuant to MSHCP requirements. No burrowing owl individuals or
burrowing owl signs were observed during the four 2005 burrowing owl surveys, nor were any burrowing owl
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individuals or signs observed during the on-site field surveys during 2006, 2008, and 2019. Though the
potential for burrowing to inhabit the project site is low, the project would be required to conduct additional
burrowing owl surveys prior to construction.
Because burrowing owl and other nesting birds as migratory species, there is a potential that these animal
species could migrate onto the site and be present at the time construction activity for the project commences.
Absent mitigation, the project could potentially disturb burrowing owl and other nesting birds if construction
activities were to occur during the burrowing owl breading season (March 1 to August 31) or during nesting
season (February 1 through August 31). Accordingly, construction-related impacts to nesting birds and to
burrowing owl would be significant if the species are present during construction activities. Implementation
of Mitigation Measure Bio-1 and Mitigation Measure Bio-2 would reduce impacts to burrowing owl and other
nesting birds on-site to less than significant by requiring pre-construction surveys and identifying protocols in
the event construction activities are determined to impact any burrowing owl or nesting birds.
Reference: DEIR Subsection 4.3.6.
4.3.1.2 Impacts to Riparian Habitat and Sensitive Natural Communities
Implementation of the Project would have a substantial adverse effect on any riparian habitat or other sensitive
natural community identified in local or regional plans, policies, and regulations or by the California
Department of Fish and Wildlife or U.S. Fish and Wildlife Service. However, implementation of the required
mitigation would reduce impacts to less-than-significant levels.
4.3.1.2.1 Mitigation
The impact will be mitigated to less-than-significant levels with implementation of the following mitigation
measures.
BIO-3: MSHCP Guideline Implementation. Prior to the issuance of a grading permit, the Property
Owner/Developer shall include a note on the plans that outlines the following requirements from
Section 6.1.4 of the MHSCP:
1. Incorporate measures to control the quantity and quality of runoff from the site entering the
MSHCP Conservation Area. In particular, measures shall be put in place to avoid discharge of
untreated surface runoff from developed and paved areas into MSHCP Conservation Areas. Best
Management Practices (BMPs) shall be implemented to prevent the release of toxins, chemicals,
petroleum products, exotic plant materials, or other elements that might degrade or harm
downstream biological resources or ecosystems. According to the MSHCP consistency analysis
prepared for the project, the proposed project will incorporate a detention basin, grass swales, or
mechanical trapping devices to filter runoff from the project site.
2. Land uses proposed in proximity to the MSHCP Conservation Area that use chemicals or generate
bioproducts, such as manure, that are potentially toxic or may adversely affect wildlife species,
habitat, or water quality shall incorporate measures to ensure that application of such chemicals
does not result in discharge to the MSHCP Conservation Area. The greatest risk is from
landscaping fertilization overspray and runoff.
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3. Night lighting shall be directed away from the MSHCP Conservation Area and the avoided area
on site to protect species from direct night lighting. According to the MSHCP consistency analysis
prepared for the project, the proposed project will direct night lighting away from the MSHCP
Conservation Area and incorporate light shielding in the project designs to avoid excess ambient
light from entering the MSHCP Conservation Area.
4. Proposed noise-generating land uses affecting the MSHCP Conservation Area, including
designated avoidance areas, shall incorporate setbacks, berms, or walls to minimize the effects of
noise on MSHCP Conservation Area resources pursuant to applicable rules, regulations, and
guidelines related to land use noise standards.
5. Avoid use of invasive, non-native plant species listed in Table 6-2 of the MSHCP in approving
landscape plans for the portions of the project that are adjacent to the MSHCP Conservation Area,
including avoidance areas. Considerations in reviewing the applicability of this list shall include
proximity of planting areas to the MSHCP Conservation Areas and designated avoidance areas,
species considered in the planting plans, resources being protected within the MSHCP
Conservation Area and their relative sensitivity to invasion, and barriers to plant and seed dispersal,
such as walls, topography, and other features. According to the MSHCP consistency analysis
prepared for the project, the proposed project landscape plans will avoid utilizing any species listed
in Table 6-2 in the landscaping plans.
6. Proposed land uses adjacent to the MSHCP Conservation Area shall incorporate barriers, where
appropriate, in individual project designs to minimize unauthorized public access, domestic animal
predation, illegal trespass, or dumping into existing and future MSHCP Conservation Areas. Such
barriers may include native landscaping, rocks/boulders, fencing, walls, signage, and/or other
appropriate mechanisms.
7. Manufactured slopes associated with proposed site development shall not extend into the MSHCP
Conservation Area.
8. Weed abatement and fuel modification activities are not permitted in the Conservation Area,
including designated avoidance areas.
BIO-4: MSHCP Construction Best Management Practices Implementation. Prior to the issuance of a grading
permit, the Property Owner/Developer shall include a note on the plans that outlines the following
Construction BMPs from Volume I, Appendix C of the MSHCP shown in italics, and specific
requirements in plain text:
Construction Best Management Practices:
1. A condition shall be placed on grading permits requiring a qualified biologist to conduct a training
session for project personnel prior to grading. The training shall include a description of the species
of concern and its habitats, the general provisions of the Endangered Species Act and the MSHCP, the
need to adhere to the provisions of the Act and the MSHCP, the penalties associated with violating the
provisions of the Endangered Species Act, the general measures that are being implemented to
conserve the species of concern as they relate to the project, and the access routes to and project site
boundaries within which the project activities must be accomplished.
Prior to the issuance of a grading permit, the Property Owner/Developer shall retain a qualified
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biologist to prepare and implement a Worker Environmental Awareness Program (WEAP) to train all
project personnel prior to grading. The details of the training should be consistent with MSHCP
Appendix C Standard BMP No. 1, the general provisions of the Endangered Species Act, include a
detailed discussion of how to identify the potential special-status plant and animal species that may be
encountered during ground disturbance and construction activities, and necessary actions to take if the
species are observed on site.
2. Water pollution and erosion control plans shall be developed and implemented in accordance with
RWQCB requirements.
Prior to the issuance of a grading permit, the Property Owner/Developer shall submit to the City a
project-specific Storm Water Pollution Prevention Plan (SWPPP) prior to initial ground disturbance.
The project-specific SWPPP shall describe BMPs that will be implemented in pre-, during-, and post-
construction phases. Examples of BMPs may include dust suppression BMPs, Low Impact
Developments (LIDs) such as vegetated swales, and a spill response protocol. The SWPPP is a dynamic
document that shall be amended when site conditions warrant changes to protect natural resources and
prevent discharge of non-stormwater to neighboring parcels.
The Qualified Stormwater Developer (QSD) shall develop and implement the SWPPP with site-
specific BMPs to prevent/reduce the potential for erosion, sedimentation, and offsite discharge of non-
stormwater in accordance with the Construction General Permit (CGP), National Pollutant Discharge
Elimination System (NPDES) MS4 permit, and a 401 Water Quality Certification Permit (if
applicable). The QSD shall provide training to the contractor for performing regular site inspections,
and for pre-, during-, and post-storm events to ensure that BMPs are functioning as intended.
3. The footprint of disturbance shall be minimized to the maximum extent feasible. Access to sites shall
be via pre-existing access routes to the greatest extent possible.
Prior to the issuance of a grading permit, the Property Owner/Developer shall submit to the City a
construction management plan that demonstrates that the construction footprint will remain within the
limits of the current property boundary, site ingress/ egress will be limited to the least impactful
location on the Project Site. Trackout (riprap, rumble strips) shall be installed to prevent tracking of
sediment to public roadways.
4. The upstream and downstream limits of projects disturbance plus lateral limits of disturbance on either
side of the stream shall be clearly defined and marked in the field and reviewed by the biologist prior
to initiation of work.
Prior to the issuance of a grading permit, the Property Owner/Developer shall submit to the City a
construction management plan that the construction footprint will remain within the limits of the
current property boundary, project site boundaries shall be clearly delineated with visible means (i.e.
stakes, rope, flagging, snow fence, etc.). The contractor shall adhere to the measures and conditions in
all environmental permits to protect Jurisdictional Waters of the United States.
5. Projects should be designed to avoid the placement of equipment and personnel within the stream
channel or on sand and gravel bars, banks, and adjacent upland habitats used by target species of
concern.
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The Habitat Assessment found that no habitat for target species was observed within the project
boundaries. The project site does not contain stream channels, gravel bars, or streambanks. All project-
related construction activities would occur within the property boundaries and no equipment or
personnel would work outside the clearly identified project boundaries.
6. Projects that cannot be conducted without placing equipment or personnel in sensitive habitats should
be timed to avoid the breeding season of riparian identified in MSHCP Global Species Objective No.
7.
Prior to the issuance of a grading permit, the Property Owner/Developer shall retain a qualified wildlife
biologist to monitor ground disturbance activities that would occur during the nesting season. The
Habitat Assessment found that no sensitive habitats were observed within the project boundaries,
including riparian habitat. The Construction Contractor shall take are to ensure that construction
activities do not negatively impact potentially sensitive habitats or species surrounding the project site.
Construction equipment and personnel shall be made aware of MSHCP Global Species Objective No.
7 as part of the WEAP training and would always remain within project site boundaries.
7. When stream flows must be diverted, the diversions shall be conducted using sandbags or other
methods requiring minimal instream impacts. Silt fencing of other sediment trapping materials shall
be installed at the downstream end of construction activity to minimize the transport of sediments off
site. Settling ponds where sediment is collected shall be cleaned out in a manner that prevents the
sediment from reentering the stream. Care shall be exercised when removing silt fences, as feasible,
to prevent debris or sediment from returning to the stream.
No water diversion activities are proposed during project activities. The Property Owner/Developer
shall implement erosion and sediment control BMPs as identified in the Water Quality Management
Plan (WQMP) throughout the project site to reduce/ prevent sediment impacts in pre-, during- and
post-construction phases. Personnel would be educated during WEAP training as to the importance of
preventing impacts to the Temescal Wash from construction activities.
8. Equipment storage, fueling, and staging areas shall be located on upland sites with minimal risks of
direct drainage into riparian areas or other sensitive habitats. These designated areas shall be located
in such a manner as to prevent any runoff from entering sensitive habitat. Necessary precautions shall
be taken to prevent the release of cement or other toxic substances into surface waters. Project related
spills of hazardous materials shall be reported to appropriate entities, including but not limited to
applicable jurisdictional city, USFWS, CDFW, and SARWQCB, and shall be cleaned up immediately
and contaminated soils removed to an approved disposal areas.
Ongoing during construction and operation, all project activities shall occur within the property
boundary. Equipment storage, fueling and staging areas shall be located outside any sensitive habitats
and in areas with no risk of direct drainage into riparian areas and other sensitive habitats. All fuel
storage tanks shall have secondary containment to retain fuel spills. The project site-specific SWPPP
shall have BMPs designed to prevent the release of cement or other toxic substances into surface waters
or bare soil, as required by the RWQCB. All potentially hazardous materials shall be stored
appropriately on site away from sensitive habitats or Waters of the United States. Concrete washouts
and active/inactive materials stockpiles shall have secondary containment BMPs to prevent the
accidental release of hazardous substances to bare soil. The SWPPP is required to have a Spill
Prevention Control and Countermeasure (SPCC) to describe necessary actions that should occur in the
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event of a spill or release of potentially hazardous substances. Spills or releases of toxic substances
greater than five gallons shall be reported to the RWQCB, DTSC, Local Municipalities, and/or federal
agencies, as appropriate.
9. Erodible fill material shall not be deposited into water courses. Brush, loose soils, or other similar
debris material shall not be stockpiled within the stream channel or on its banks.
Materials stockpiles shall be located away from sensitive areas. Inactive materials stockpiles shall be
covered and bermed to prevent windborne dust or accidental release. The SWPPP shall describe BMPs
to prevent fugitive dust from migrating to neighboring parcels or the Temescal Wash.
10. The qualified project biologist shall monitor construction activities for the duration of the project to
ensure that practicable measures are being employed to avoid incidental disturbance of habitat and
species of concern outside the project footprint.
Prior to the issuance of a grading permit, the Property Owner/Developer shall retain a qualified wildlife
biologist to monitor ground disturbance activities to ensure that all measures to protect species on and
off site are being implemented during construction activities, including burrowing owl surveys
(Mitigation Measure BIO-1), and nesting bird surveys (Mitigation Measure BIO-2). Additional
protective measures recommended by the qualified wildlife biologist shall be implemented as
necessary by the Property Owner/Developer to avoid incidental disturbance of habitat and species of
concern outside the project footprint.
11. The removal of native vegetation shall be avoided and minimized to the maximum extent practicable.
Temporary impacts shall be returned to pre-existing contours and revegetated with appropriate native
species.
No clearing and grubbing of native vegetation would be anticipated during the project activities as the
project site is almost entirely devoid of vegetation.
12. Exotic species that prey upon or displace target species of concern should be permanently removed
from the site to the extent feasible.
No exotic species were encountered during the project Habitat Assessment and none would be utilized
in any revegetation efforts. The final landscaping design may incorporate native plant species;
however, regular landscape maintenance shall prevent exotic, or noxious plant species from taking root
on the Project Site.
13. To avoid attracting predators of the species of concern, the project site shall be kept as clean of debris
as possible. All food related trash items shall be enclosed in sealed containers and regularly removed
from the site(s).
The SWPPP shall contain BMPs for trash storage and removal, including containment of sanitation
facilities (e.g. portable toilets), and covering waste disposal containers at the end of every business day
and before rain events. Trash cans shall have a fastenable lid to prevent animals from accessing or
spreading trash onsite. The Project QSD should consult the MSHCP Appendix C Standard Best
Management Practices, RWQCB recommendations, and any applicable environmental permit
measures and conditions when developing the project SWPPP.
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14. Construction employees shall strictly limit their activities, vehicles, equipment, and construction
materials to the proposed project footprint and designated staging areas and routes of travel. The
construction area(s) shall be the minimal area necessary to complete the project and shall be specified
in the construction plans. Construction limits will be fenced with orange snow screen. Exclusion
fencing should be maintained until the completion of all construction activities. Employees shall be
instructed that their activities are restricted to the construction areas.
In accordance with the WEAP, all project activities would occur within the clearly delineated property
boundaries. Construction activities shall be confined to the project footprint, and approved routes of
travel shall be established, including ingress/egress points. Exclusion fencing shall be utilized
throughout the project duration.
15. The Permittee shall have the right to access and inspect any sites of approved projects including any
restoration/enhancement area for compliance with project approval conditions, including these BMPs.
The Contractor shall allow the Permittee access to the construction site. All visitors shall check in with
the Project Engineer (or Site Supervisor) prior to accessing the construction site and will be escorted
within project boundaries during normal business hours when construction activities are occurring.
4.3.1.2.2 Finding/Facts in Support of the Finding
Changes or alterations have been required in, or incorporated into, the proposed Project which mitigate or
avoid the significant effects on the environment.
Based upon the analysis presented in the DEIR and considering the information contained in the Record of
Proceedings, the City Council hereby finds that Project activities could result in substantial adverse impacts to
sensitive habitats. Specifically, in order to mitigate potential adverse effects on adjacent MSHCP Conservation
Areas, Mitigation Measure BIO-3 would require implementation of guidelines contained in. Section 6.1.4 of
the MSHCP. Mitigation Measure BIO-4 would require the Property Owner/Developer to comply with
Construction Best Management Practices from Volume I, Appendix C of the MSHCP. With implementation
of Mitigation Measures BIO-3 and BIO-4, potential impacts associated with adverse effects on riparian habitat
or other sensitive natural community would be less than significant.
Reference: DEIR Subsection 4.3.6.
4.3.1.3 Migratory Wildlife Corridors
Implementation of the Project would have a substantial adverse effect on migratory species. However,
implementation of the required mitigation would reduce impacts to less-than-significant levels.
4.3.1.3.1 Mitigation
The impact will be mitigated to less-than-significant levels with implementation of Mitigation Measure Bio-1
and Mitigation Measure Bio-2, provided above.
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4.3.1.3.2 Finding/Facts in Support of the Finding
Changes or alterations have been required in, or incorporated into, the proposed Project which mitigate or
avoid the significant effects on the environment.
Based upon the analysis presented in the DEIR and considering the information contained in the Record of
Proceedings, the City Council hereby finds that Project activities could result in substantial adverse impacts to
migratory species. Specifically, because burrowing owl and other nesting birds as migratory species, there is
a potential that these animal species could migrate onto the site and be present at the time construction activity
for the project commences. Absent mitigation, the project could potentially disturb burrowing owl and other
nesting birds if construction activities were to occur during the burrowing owl breading season (March 1 to
August 31) or during nesting season (February 1 through August 31). Accordingly, construction-related
impacts to nesting birds and to burrowing owl would be significant if the species are present during
construction activities. Implementation of Mitigation Measure BIO-1 and Mitigation Measure BIO-2 would
reduce impacts to burrowing owl and other nesting birds on-site to less than significant by requiring pre-
construction surveys and identifying protocols in the event construction activities are determined to impact
any burrowing owl or nesting bird.
Reference: DEIR Subsection 4.3.6.
4.3.1.4 Adopted Habitat Conservation Plan
Implementation of the Project would have a substantial adverse effect on adopted habitat conservation plan.
However, implementation of the required mitigation would reduce impacts to less-than-significant levels.
1. Mitigation
The impact will be mitigated to less-than-significant levels with implementation of Mitigation Measure Bio-
1, Mitigation Measure Bio-2, Mitigation Measure Bio-3, and Mitigation Measure Bio-4 provided above.
4.3.1.4.1 Finding/Facts in Support of the Finding
Changes or alterations have been required in, or incorporated into, the proposed Project which mitigate or
avoid the significant effects on the environment.
Based upon the analysis presented in the DEIR and considering the information contained in the Record of
Proceedings, the City Council hereby finds that Project activities could result in substantial adverse impacts to
an adopted habitat conservation plan. The Western Riverside County MSHCP is a comprehensive, multi-
jurisdictional effort that includes unincorporated County of Riverside lands and multiple cities in the western
portion of the County, including the City. Rather than address sensitive species on an individual basis, the
MSHCP focuses on the conservation of 146 species, proposing a reserve system of approximately 500,000
acres and a mechanism to fund and implement the reserve system. The MSHCP allows participating entities
to issue take permits for listed species so that individual applicants need not seek their own permits from
USFWS and/or CDFW. The MSHCP was adopted on June 17, 2003 by the County Board of Supervisors. The
Incidental Take Permit was issued by both the USFWS and CDFW on June 22, 2004.
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Pursuant to the provisions of the MSHCP, all discretionary development projects within a Criteria Area are to
be reviewed for compliance with the “Property Owner Initiated Habitat Evaluation and Acquisition
Negotiation Strategy” (LEAP) process or equivalent process. The LEAP process “ensures that an early
determination will be ma de of what properties are needed for the MSHCP Conservation Area, that the owners
of property needed for the MSHCP Conservation Area are compensated, and that owners of land not needed
for the MSHCP Conservation Area shall receive Take Authorization of Covered Species Adequately
Conserved through the Permits issues to the County and Cities pursuant to the MSHCP” (Riverside County,
2004). A formal and complete LEAP application (LEAP 2020-03) was submitted to the City on October 26,
2020 and a JPR (21-02-04-01) was completed by the RCA on June 1, 2021. Concurrence from CDFW and
USFWS (collectively, the Wildlife Agencies) was received on June 11, 2021.
A portion of the project site (5.79 acres) is located within Cell 4155. Conservation within this Cell will
contribute to assembly of Proposed Core 1 (PC-1). Conservation within this Cell will focus on coastal sage
scrub and chaparral habitat. Areas conserved within this Cell will be connected to coastal sage scrub habitat
proposed for conservation in Cell Group T to the north and in Cell 4156 to the east. Conservation within this
Cell will range from 20% to 30% of the Cell focusing in the northeastern portion of the Cell. Because of the
location of the proposed project site outside of the area described for Conservation, and because the mid-range
goal of Cell 4155 can be achieved, development of the proposed project would not impede the conservation
goals for PC-1 nor result in issues relative to fragmentation.
A portion of the project site (0.28-acre) is located within Cell 4156. Conservation within this Cell will
contribute to assembly of Proposed Core 1 (PC-1). Conservation within this Cell will focus on coastal sage
scrub and chaparral habitat. Areas conserved within this Cell will be connected to coastal sage scrub habitat
proposed for conservation in Cell 4155 to the west and to coastal sage scrub and chaparral habitat proposed
for conservation in Cell Group U to the north and in Cell 4157 to the east. Conservation within this Cell will
range from 65% to 75% of the Cell focusing in the northeastern portion of the Cell. The proposed project site
is located within the southwestern portion of the Cell, outside of the area described for Conservation and
separated from PC-1 by a large housing development and covered roads. The 0.28-acre portion of proposed
project that occurs in this Cell would not provide any functions and values to PC-1.
The project has been reviewed for MSHCP consistency, including consistency with “Other Plan
Requirements” that include Section 6.1.2 (Riverine/Riparian, Vernal Pools and Fairy Shrimp); Section 6.1.3
(Protection of Narrow Endemic Plant Species); Section 6.1.4 (Urban/Wildlands Interface Guidelines); and,
Section 6.3.2 (Additional Survey Needs and Procedures) of the MSHCP. The MSHCP indicates that additional
surveys may be needed for certain species in conjunction with MSHCP implementation in order to achieve
coverage for these species. Surveys for the Burrowing Owl are required under this section for the project area
in question; the surveys have been completed, indicating that the Burrowing Owl does not use this site. The
property is not within a Criteria Area Species Survey Area (CASSA), and CASSA surveys are not required. It
is also not within survey areas for amphibian species (MSHCP Figure 6-3) or mammal species (MSHCP Figure
6-5) and surveys for those species are not required. However, a narrow sliver on the eastern side of the project
site, adjacent to Lake Street, is located in the survey area for burrowing owls. California Ground Squirrel
(Spermophilus beecheyi) burrows that could serve as potential burrows for the Burrowing Owl are scarce in
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all areas surveyed during the past 16 years. There are a few piles of brush and debris scattered about the site
that could potentially serve as Burrowing Owl habitat. There is a culvert under Mountain Road adjacent to the
southwest corner of the site. Both of these features are outside the required mapped survey area but, as was
mentioned, all potential habitat in the original and present project area was assessed for Burrowing Owl habitat.
All potential areas and their close environs were examined for such evidence of Burrowing Owl presence as
molted feathers, cast pellets, prey remains, eggshell fragments, and excrement. There are several piles of spoil
in an adjacent vacant lot, overgrown with tall weeds, off-site to the west. Other than this off-site area, no other
evidence was observed on or within 500 feet of the site. Impacts to burrowing owl are not anticipated and the
potential for impacts to occur would be further minimized through a pre-construction clearance survey for
burrowing owl, as required per the MSHCP and included herein as Mitigation Measure BIO-1. Impacts to
nesting birds protected under the MBTA would be avoided through implementation of Mitigation Measure
BIO-2 which requires pre-construction surveys to be conducted if site-preparation activities are to occur during
the nesting season (between February 1 and August 31).
Reference: DEIR Subsection 4.3.6.
4.3.2 CULTURAL RESOURCES
4.3.2.1 Impacts to Historical and Archeological Resources
Implementation of the proposed Project has the potential to cause a substantial adverse change in the
significance of a historical resource pursuant to § 15064.5; however, impacts would be reduced to less-than-
significant levels with implementation of the required mitigation.
4.3.2.1.1 Mitigation
The impact will be mitigated with implementation of the following mitigation measures:
CULT-1: Unanticipated Resources. The developer/permit holder or any successor in interest shall comply with
the following for the life of this permit. If during ground disturbance activities, unanticipated cultural
resources are discovered, the following procedures shall be followed:
All ground disturbance activities within 100 feet of the discovered cultural resource shall be
halted until a meeting is convened between the developer, the Project Archaeologist, the Native
American tribal representative(s) from consulting tribes (or other appropriate ethnic/cultural
group representative), and the Community Development Director or their designee to discuss the
significance of the find.
The developer shall call the Community Development Director or their designee immediately
upon discovery of the cultural resource to convene the meeting.
At the meeting with the aforementioned parties, the significance of the discoveries shall be
discussed and a decision is to be made, with the concurrence of the Community Development
Director or their designee, as to the appropriate mitigation (documentation, recovery, avoidance,
etc.) for the cultural resource.
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Further ground disturbance shall not resume within the area of the discovery until a meeting has
been convened with the aforementioned parties and a decision is made, with the concurrence of
the Community Development Director or their designee, as to the appropriate mitigation
measures.
CULT-2: Archaeologist/CRMP. Prior to issuance of grading permits, the applicant/developer shall provide
evidence to the Community Development Department that a Secretary of Interior Standards qualified
and certified Registered Professional Archaeologist (RPA) has been contracted to implement a
Cultural Resource Monitoring Program (CRMP) that addresses the details of all activities that must
be completed and procedures that must be followed regarding cultural resources associated with this
project. The CRMP document shall be provided to the Community Development Director or their
designee for review and approval prior to issuance of the grading permit. The CRMP provides
procedures to be followed and are to ensure that impacts on cultural resources will not occur without
procedures that would reduce the impacts to less than significant. These measures shall include, but
shall not be limited to, the following:
o Archaeological Monitor: An adequate number of qualified monitors shall be present to ensure
that all earth-moving activities are observed and shall be on-site during all grading activities for
areas to be monitored including off-site improvements. Inspections will vary based on the rate
of excavation, the materials excavated, and the presence and abundance of artifacts and features.
The frequency and location of inspections will be determined by the Project Archaeologist, in
consultation with the Tribal monitor.
o Cultural Sensitivity Training: The Project Archaeologist and a representative designated by the
consulting Tribe(s) shall attend the pre-grading meeting with the contractors to provide Cultural
Sensitivity Training for all Construction Personnel. Training will include a brief review of the
cultural sensitivity of the Project and the surrounding area; what resources could potentially be
identified during earthmoving activities; the requirements of the monitoring program; the
protocols that apply in the event unanticipated cultural resources are identified, including who
to contact and appropriate avoidance measures until the find(s) can be properly evaluated; and
any other appropriate protocols. This is a mandatory training and all construction personnel
must attend prior to beginning work on the project site. A sign-in sheet for attendees of this
training shall be included in the Phase IV Monitoring Report.
o Unanticipated Resources: In the event that previously unidentified potentially significant
cultural resources are discovered, the Archaeological and/or Tribal Monitor(s) shall have the
authority to divert or temporarily halt ground disturbance operations in the area of discovery to
allow evaluation of potentially significant cultural resources. The Project Archaeologist, in
consultation with the Tribal monitor(s) shall determine the significance of the discovered
resources. The Community Development Director or their designee must concur with the
evaluation before construction activities will be allowed to resume in the affected area. Before
construction activities are allowed to resume in the affected area, the artifacts shall be recovered
and features recorded using professional archaeological methods.
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o Phase IV Report: A final archaeological report shall be prepared by the Project archaeologist
and submitted to the Community Development Director or their designee prior to grading final.
The report shall follow County of Riverside requirements and shall include at a minimum: a
discussion of the monitoring methods and techniques used; the results of the monitoring
program including any artifacts recovered; an inventory of any resources recovered; updated
DPR forms for all sites affected by the development; final disposition of the resources including
GPS data; artifact catalog and any additional recommendations. A final copy shall be submitted
to the City, Project Applicant, the Eastern Information Center (EIC), and the Tribe.
CULT-3: Cultural Resources Disposition: In the event that Native American cultural resources are discovered
during the course of grading (inadvertent discoveries), the following procedures shall be carried out
for final disposition of the discoveries:
One or more of the following treatments, in order of preference, shall be employed with the tribes.
Evidence of such shall be provided to the Community Development Department:
1. Preservation-In-Place of the cultural resources, if feasible. Preservation in place means avoiding
the resources, leaving them in the place where they were found with no development affecting
the integrity of the resources.
2. Relocation of the resources on the Project property. The measures for relocation shall include, at
least, the following: Measures and provisions to protect the future reburial area from any future
impacts by means of a deed restriction or other form of protection (e.g., conservation easement)
in order to demonstrate avoidance in perpetuity.
Relocation shall not occur until all legally required cataloging and basic recordation have been
completed, with an exception that sacred items, burial goods and Native American human
remains are excluded. Any reburial process shall be culturally appropriate. Listing of contents
and location of the reburial shall be included in the confidential Phase IV report. The Phase IV
Report shall be filed with the City under a confidential cover and not subject to Public Records
Request.
3. If relocation is not agreed upon by the Consulting Tribes then the resources shall be curated at a
culturally appropriate manner at a Riverside County curation facility that meets State Resources
Department Office of Historic Preservation Guidelines for the Curation of Archaeological
Resources ensuring access and use pursuant to the Guidelines. The collection and associated
records shall be transferred, including title, and are to be accompanied by payment of the fees
necessary for permanent curation. Evidence of curation in the form of a letter from the curation
facility stating that subject archaeological materials have been received and that all fees have
been paid, shall be provided by the landowner to the City. There shall be no destructive or
invasive testing on sacred items, burial goods and Native American human remains. Results
concerning finds of any inadvertent discoveries shall be included in the Phase IV monitoring
report.
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CULT-4: Tribal Monitoring. Prior to the issuance of a grading permit, the applicant shall contact the consulting
Native American Tribe(s) that have requested monitoring through consultation with the City during
the AB 52 and/or the SB 18 process (“Monitoring Tribes”). The applicant shall coordinate with the
Tribe(s) to develop individual Tribal Monitoring Agreement(s). A copy of the signed agreement(s)
shall be provided to the City of Lake Elsinore Community Development Department, Planning
Division prior to the issuance of a grading permit. The Agreement shall address the treatment of any
known tribal cultural resources (TCRs) including the project’s approved mitigation measures and
conditions of approval; the designation, responsibilities, and participation of professional Tribal
Monitors during grading, excavation and ground disturbing activities; project grading and
development scheduling; terms of compensation for the monitors; and treatment and final disposition
of any cultural resources, sacred sites, and human remains/burial goods discovered on the site per
the Tribe(s) customs and traditions and the City’s mitigation measures/conditions of approval. The
Tribal Monitor will have the authority to stop and redirect grading in the immediate area of a find in
order to evaluate the find and determine the appropriate next steps, in consultation with the Project
Archaeologist.
CULT-5: Phase IV Report. Upon completion of the implementation phase, a Phase IV Cultural Resources
Monitoring Report shall be submitted that complies with the Riverside County Planning
Department's requirements for such reports for all ground disturbing activities associated with this
grading permit. The report shall follow the County of Riverside Planning Department Cultural
Resources (Archaeological) Investigations Standard Scopes of Work posted on the County website.
The report shall include results of any feature relocation or residue analysis required as well as
evidence of the required cultural sensitivity training for the construction staff held during the required
pre-grade meeting.
4.3.2.1.2 Finding/Facts in Support of the Finding
Changes or alterations have been required in, or incorporated into, the proposed Project which mitigate or
avoid the significant effects on the environment.
Based upon the analysis presented in the DEIR and considering the information contained in the Record of
Proceedings, the City Council hereby finds that the Project has the potential to cause a substantial adverse
change in the significance of a historical resource pursuant to § 15064.5. Specifically, the archaeological
survey of the project site and subsequent historical research confirmed the elements of various structures
constructed within the project site over several decades. The historical structures located on the project site
have previously recorded and evaluated as not eligible for listing on the CRHR. Although the survey identified
a cistern that had not been previously recorded, this addition did not affect the evaluation status of the historical
sites. The two sites recorded within the project site (P-33-007208 and P-33-017352) do not possess the level
of integrity or association with historical events or locally important individuals to meet the significance
criteria under CEQA; therefore, no significant historical or archaeological resources are located on the project
site. The recorded historic sites will be directly impacted by implementation of the project; however, these
impacts are not significant as the affected resources are not significant.
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Based on the foregoing analysis, the archeological studies and the literature review, it is highly unlikely that
archaeological resources exist on the project site; however, it is possible for unknown archaeological resources
to be located on the project site. Therefore, the project shall implement Mitigation Measures CULT-1 through
CULT-5. Implementation of CULT-1 through CULT-5 would reduce any potential impact to less than
significant
Reference: DEIR Subsection 4.4.5
4.3.2.2 Impacts to Human Remains and Cemeteries
The Project has the potential to disturb human remains including those interred outside of formal cemeteries;
however, impacts would be reduced to less-than-significant levels with implementation of the required
mitigation.
4.3.2.2.1 Mitigation
The impact will be mitigated with implementation of the following mitigation measures:
CULT-6: Discovery of Human Remains. In the event that human remains (or remains that may be human) are
discovered at the project site during grading or earthmoving, the construction contractors, project
archaeologist and/or designated Native American Monitor shall immediately stop all activities within
100 feet of the find. The project applicant shall then inform the Riverside County Coroner and the
City of Lake Elsinore Community Development Department immediately, and the coroner shall be
permitted to examine the remains as required by California Health and Safety Code Section
7050.5(b). Section 7050.5 requires that excavation be stopped in the vicinity of discovered human
remains and that no further disturbance shall occur until the Riverside County Coroner has made the
necessary findings as to origin. If human remains are determined to be Native American, the
applicant shall comply with the state law relating to the disposition of Native American burials that
fall within the jurisdiction of the NAHC (PRC Section 5097). The coroner shall contact the NAHC
within 24 hours and the NAHC will make the determination of most likely descendant(s). The most
likely descendant shall then make recommendations and engage in consultation concerning the
treatment of the remains as provided in Public Resources Code Section 5097.98. In the event that
the applicant and the MLD are in disagreement regarding the disposition of the remains. State law
will apply and the mediation process will occur with the NAHC, if requested (see PRC Section
5097.98(e) and 5097.94(k)). According to the California Health and Safety Code, six or more human
burial at one location constitutes a cemetery (Section 81 00), and disturbance of Native American
cemeteries is a felony (Section 7052).
CULT-7: Non-Disclosure of Reburial Location. It is understood by all parties that unless otherwise required
by law, the site of any reburial of Native American human remains or associated grave goods shall
not be disclosed and shall not be governed by public disclosure requirements of the California Public
Records Act. The Coroner, pursuant to the specific exemption set forth in California Government
Code 6254(r), parties, and Lead Agencies, will be asked to withhold public disclosure information
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related to such reburial, pursuant to the specific exemption set forth in California Government Code
6254(r).
4.3.2.2.2 Finding/Facts in Support of the Finding
Changes or alterations have been required in, or incorporated into, the proposed Project which mitigate or
avoid the significant effects on the environment.
Based upon the analysis presented in the DEIR and considering the information contained in the Record of
Proceedings, the City Council hereby finds that the Project has the potential to disturb human remains including
those interred outside of formal cemeteries. The project site does not contain a cemetery and no known
cemeteries are located within the immediate site vicinity. Field surveys conducted on the project site did not
identify the presence of any human remains and no human remains are known to exist beneath the surface of
the project site. Nevertheless, the remote potential exists that human remains may be unearthed during grading
and excavation activities associated with project construction. Therefore, the project shall implement
Mitigation Measures CULT-6 and CULT-7. Implementation of CULT-6 and CULT-7 would reduce any
potential impact to less than significant.
Reference: DEIR Subsection 4.4.5
4.3.3 GEOLOGY AND SOILS
4.3.3.1 Paleontological Resources
The Project’s potential to directly or indirectly destroy a unique paleontological resource or site or unique
geologic feature would represent a potentially significant impact. However, following the incorporation of
mitigation impacts would be reduced to less-than-significant levels.
4.3.3.1.1 Mitigation
The impact will be mitigated to less-than-significant levels with implementation of the following mitigation
measures.
GEO-1: Monitoring of mass grading and excavation activities in areas identified as likely to contain
paleontological resources by a qualified paleontologist or paleontological monitor. Full-time
monitoring of grading or excavation activities should be performed starting at a depth of 10 feet, or
when Pleistocene-aged sediments are encountered during excavation activities, whichever is
shallowest, in undisturbed areas of Quaternary (early to late Pleistocene) sedimentary deposits within
the project boundaries. Paleontological monitors will be equipped to salvage fossils as they are
unearthed to avoid construction delays and to remove samples of sediments that are likely to contain
the remains of small fossil invertebrates and vertebrates. The monitor must be empowered to
temporarily halt or divert equipment to allow for the removal of abundant or large specimens in a
timely manner. Monitoring may be reduced if the potentially fossiliferous units are not present in the
subsurface or, if present, are determined by qualified paleontological personnel upon exposure and
examination to have a low potential to contain or yield fossil resources.
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4.3.3.1.2 Finding/Facts in Support of the Finding
Changes or alterations have been required in, or incorporated into, the proposed Project which mitigate or
avoid the significant effects on the environment.
Based upon the analysis presented in the DEIR and considering the information contained in the Record of
Proceedings, the City Council hereby finds that Project directly or indirectly destroy a unique paleontological
resource or site or unique geologic feature. According to the City’s General Plan (2011), the southwest portion
of the project site has ‘Low Potential’ and the remaining northwest portion has ‘High A Potential’ to yield
nonrenewable paleontological resources. The General Plan defines areas assigned with a High A “is based on
geologic formations or mappable rock units that are known to contain or have the correct age and depositional
conditions to contain significant paleontological resources. These include rocks of Silurian or Devonian age
and younger that have potential to contain remains of fossil fish and Mesozoic and Cenozoic rocks that contain
fossilized body elements, and trace fossils such as tracks, nests, and eggs” (City of Lake Elsinore, 2011).
A Paleontological Assessment was prepared for the project (BSFA, 2020) and is included as EIR Appendix G.
The assessment concluded that based on the nearby presence of mapped outcrops of Quaternary (early to late
Pleistocene), Pauba Fanglomerate (Qpf), and alluvial sediments (Qoa), there is a potential for these
sedimentary units to underlie the Holocene deposits mapped at the surface at the project. On the basis of this
criterion, as well as the High A paleontological resource sensitivity locally assigned to these Pleistocene
sediments (City of Lake Elsinore, 2011), and nearby large mammal fossil localities that typically occur in these
types of Pleistocene deposits, implementation of the project would result in a potentially significant impact to
paleontological resources. Therefore, the project would implement mitigation measure GEO-1 in order to
reduce potential impacts to paleontological resources to less than significant.
Reference: DEIR Subsection 4.6.5.
4.3.4 NOISE
4.3.4.1 Substantial Temporary or Permanent Ambient Noise Level Increases
Implementation of the proposed Project has the potential to generate a substantial temporary or permanent
increase in ambient noise levels in the vicinity of the Project in excess of standards established in the local
general plan or noise ordinance, or applicable standards of other agencies. However, implementation of the
required mitigation would reduce impacts to less-than-significant levels.
4.3.4.1.1 Mitigation
The impact will be mitigated with implementation of the following mitigation measures:
NOI-1: The following practices shall be implemented by the project applicant during construction activities:
• If R1 and R5 represents occupied residential use at the time of Project construction, install a
minimum 12-foot high temporary construction noise barrier as shown on Exhibit ES-B, for the
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duration of Project construction. The noise control barriers must have a solid face from top to
bottom. The noise control barrier must meet the minimum height and be constructed as follows:
o The temporary noise barrier shall provide a minimum transmission loss of 20 dBA (Federal
Highway Administration, Noise Barrier Design Handbook).
o The noise barrier shall be constructed using an acoustical blanket (e.g. vinyl acoustic curtains
or quilted blankets) attached to the construction site perimeter fence or equivalent temporary
fence posts. Example photos are provided in Appendix 10.2.;
o The noise barrier must be maintained, and any damage promptly repaired. Gaps, holes, or
weaknesses in the barrier or openings between the barrier and the ground shall be promptly
repaired;
o The noise control barrier and associated elements shall be completely removed, and the site
appropriately restored upon the conclusion of the construction activity.
• Prior to approval of grading plans and/or issuance of building permits, plans shall include a note
indicating that noise-generating Project construction activities shall only occur between the hours
of 7:00 a.m. to 7:00 p.m. daily, 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 by public service utilities or by variance issued by the City is prohibited.
(LEMC, Section 17.176.08 (F).
• During all Project site construction, the construction contractors shall equip all construction
equipment, fixed or mobile, with properly operating and maintained mufflers, consistent with
manufacturers’ standards. The construction contractor shall place all stationary construction
equipment so that emitted noise is directed away from the noise sensitive receptors nearest the
Project site. The construction contractor shall locate equipment staging in areas that will create the
greatest distance between construction-related noise sources and noise-sensitive receivers nearest
the Project site during all Project construction activities (i.e., to the center).
• The construction contractor shall limit haul truck deliveries to the same hours specified for
construction equipment (between the hours of 7:00 a.m. to 7:00 p.m. daily, with no activity allowed
on Sundays or holidays). The contractor shall design delivery routes to minimize the exposure of
sensitive land uses or residential dwellings to delivery truck-related noise.
• The contractor shall design delivery routes to minimize the exposure of sensitive land uses or
residential dwellings to delivery truck-related noise.
NOI-2: To satisfy the applicable local noise standards the project shall implement the following operational
noise mitigation measures:
• No car wash activities shall be permitted during the nighttime hours of 10:00 p.m. to 7:00 a.m.
• Reduce the car wash air blower and dryer equipment noise by locating the equipment inside the
tunnel and/or utilize sound rated air blower and dryer equipment measuring no more than 71 dBA
L50 at 10 feet.
• Incorporate parapet walls where appropriate
• Incorporate on-site noise barriers, landscaping, or similar physical features that would act to
generally attenuate noise emanating from the Project related noise sources.
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• If an outdoor speaker system is being used in conjunction with a Project, the outdoor speaker system
shall be oriented away from sensitive receivers and the volume set at a level not readily audible past
the property line.
4.3.4.1.2 Finding/Facts in Support of the Finding
Changes or alterations have been required in, or incorporated into, the proposed Project which mitigate or
avoid the significant effects on the environment.
Based upon the analysis presented in the DEIR and considering the information contained in the Record of
Proceedings, the City Council hereby finds that the Project has the potential to generate a substantial temporary
or permanent increase in ambient noise levels in the vicinity of the Project in excess of standards established
in the local general plan or noise ordinance, or applicable standards of other agencies. Specifically, the Noise
Impact Analysis, identified that the highest construction noise levels at the potentially impacted receiver
locations are expected to approach 69.1dBA Lmax form mobile equipment. In addition, noise levels from
stationary equipment are expected to reach 67.0dBA Lmax. These noise levels satisfy the LEMC construction
noise standards of 75dBA Lmax for mobile equipment, however, it exceeds the noise level standard for
stationary equipment of 60dBA Lmax. As shown in Table 4.11-19 – Unmitigated Construction Equipment
Noise Level Compliance of the DEIR, the effected receivers would include R1 and R5. Through
implementation of Mitigation Measure NOI-1, the proposed project will adhere to all mitigation measures
outlined in Section 10.3.3 of the Noise Impact Analysis (Appendix L) regarding the reduction of construction
noise. Therefore, with compliance with the LEMC and implementation of Mitigation Measure NOI-1,
construction noise impacts would be less than significant.
The Project operational noise sources are expected to range from 39.6 to 46.9dBA L50 at sensitive off-site
sensitive receiver locations. Table 4.11-22 – Unmitigated Operational Noise Level Compliance of the DEIR,
shows that the proposed project operational-source noise levels at potentially affected receivers exceed the
City of Lake Elsinore daytime and nighttime exterior noise level standards without mitigations. These
unmitigated project operation noise level impacts are considered to be potentially significant. However,
through implementation of Mitigation Measure NOI-2, the proposed project will adhere to all mitigation
measures outlined in Section 9.2.3 of the Noise Impact Analysis (Appendix L) regarding the reduction of
operational noise. Therefore, with implementation of Mitigation Measure NOI-2, operational noise impacts
would be less than significant.
Reference: DEIR Subsection 4.11.5.
4.3.5 TRANSPORTATION AND TRAFFIC
4.3.5.1 Tribal Cultural Resources
The Project’s potential to cause a substantial adverse change in the significance of a tribal cultural resource,
defined in Public Resources Code 21074 as either a site, feature, place, cultural landscape that is geographically
defined in terms of the size and scope of the landscape, sacred place, or object with cultural value to a California
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Native American Tribe. However, following the incorporation of mitigation impacts would be reduced to less-
than-significant levels.
4.3.5.1.1 Mitigation
The impact will be mitigated to less-than-significant levels with implementation Mitigation Measures CULT-
1 through CULT-7.
4.3.5.1.2 Finding/Facts in Support of the Finding
Changes or alterations have been required in, or incorporated into, the proposed Project which mitigate or
avoid the significant effects on the environment.
Based upon the analysis presented in the DEIR and considering the information contained in the Record of
Proceedings, the City Council hereby finds that Project cause a substantial adverse change in the significance
of a tribal cultural resource, defined in Public Resources Code 21074 as either a site, feature, place, cultural
landscape that is geographically defined in terms of the size and scope of the landscape, sacred place, or object
with cultural value to a California Native American Tribe. An archaeological records search for the project
site and the area within a one-mile radius was conducted as part of the Phase I Cultural Resources Study
prepared for the project. The records search identified 20 resources within one mile of the project site. Of the
20 resources, two (2) of the previously recorded resources (Sites P-33-007208 and P-33-017352) are located
within the project site. These sites are described in detail in Section 4.4, Cultural Resources, of the DEIR.
The archaeological survey of the project site and subsequent historical research confirmed the elements of
various structures constructed within the project site over several decades. The historical structures located on
the project site have previously recorded and evaluated as not eligible for listing on the CRHR. Although the
survey identified a cistern that had not been previously recorded, this addition did not affect the evaluation
status of the historical sites. The two sites recorded within the project site (P-33-007208 and P-33-017352) do
not possess the level of integrity or association with historical events or locally important individuals to meet
the significance criteria under CEQA; therefore, no significant historical or archaeological resources are
located on the project site. The recorded historic sites will be directly impacted by implementation of the
project; however, these impacts are not significant as the affected resources are not significant.
Based on the foregoing analysis, the archeological studies and the literature review, it is highly unlikely that
archaeological resources exist on the project site; however, it is possible for unknown archaeological resources
to be located on the project site. Therefore, the project would implement Mitigation Measures CULT-1 and
CULT-2. Implementation of CULT-1 and CULT-2 would reduce any potential impact to less than significant.
As part of the mandatory AB 52 consultation process required by State law, the City sent notification to the
Native American tribes with possible traditional or cultural affiliation to the area that previously requested
consultation pursuant to AB 52 requirements. On March 4, 2020, the City sent notification letters of the
proposed Project to the Agua Caliente Band of Cahuilla Indians, the Morongo Band of Mission Indians, the
Pechanga Band of Luiseño Indians, the Rincon Band of Luiseño Indians, the Soboba Band of Luiseño Indians,
and the Torres Martinez Desert Cahuilla Indians. Of the tribes sent notification letters, the Pechanga Band of
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Luiseño Indians, the Rincon Band of Luiseño Indians, and the Soboba Band of Luiseño Indians requested
consultation. As per standard City practice, the Pechanga Band of Luiseño Indians, the Rincon Band of Luiseño
Indians, and the Soboba Band of Luiseño Indians were informed that the City would require implementation
of their standard mitigation measure for tribal cultural resources (Mitigation Measures CULT-1 through
CULT- 7). The City concluded consultation with the Rincon Band of Luiseño Indians on April 24, 2020 and
within Soboba Band of Luiseno Indians on April 23, 2020. The AB 52 consultation is still ongoing with the
Pechanga Band of Luiseño Indians.
The City completed mandatory compliance with Public Resources Code § 21074 associated with the
environmental review of the proposed project. Because the Project site has not been identified as a location
that is known to contain significant tribal cultural resources and due to the previously disturbed condition of
the project site it can be reasonably assured that implementation of the project would not affect tribal cultural
resources. However, there is a remote potential that resources could be encountered during ground-disturbing
construction activities that occur in native soil. Accordingly, there is a potential for significant impacts to occur
if significant resources are discovered during the Project’s construction process. Implementation of Mitigation
Measures CULT-1 through CULT-7 would ensure that impacts to tribal cultural resources are reduced to less
than significant.
Based on the foregoing analysis, implementation of the proposed project would not result in a substantial
adverse effect on tribal cultural resources with implementation of Mitigation Measures CULT-1 through
CULT-7.
Reference: DEIR Subsection 4.6.5.
4.4 FINDINGS REGARDING ALTERNATIVES TO THE PROJECT
CEQA requires that an EIR consider a reasonable range of feasible alternatives (State CEQA Guidelines,
§ 15126.6[a]). According to the State CEQA Guidelines, alternatives should be those that would attain most
of the basic project objectives and avoid or substantially lessen one or more significant effects of the project
(State CEQA Guidelines, § 15126.6). The “range of alternatives” is governed by the “rule of reason,” which
requires the EIR to set forth only those alternatives necessary to permit an informed and reasoned choice by
the lead agency and to foster meaningful public participation (State CEQA Guidelines, § 15126.6[f]).
CEQA also requires the feasibility of alternatives be considered. CEQA Guidelines § 15126.6(f)(1) states that
among the factors that may be taken into account in determining feasibility are: site suitability; economic
viability; availability of infrastructure; general plan consistency; other plans and regulatory limitations;
jurisdictional boundaries; and (when evaluating alternative project locations) whether the proponent can
reasonably acquire, control, or otherwise have access to an alternative site. Furthermore, an EIR need not
consider an alternative whose effects could not be reasonably identified, whose implementation is remote or
speculative, or that would not achieve the basic project objectives.
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Pursuant to the provisions of the aforementioned sections of the State CEQA Guidelines, as amended, a range
of feasible alternatives to the proposed Lake and Mountain Commercial Center is considered and evaluated in
this EIR. The discussion in this chapter provides the following:
1. A description of the alternatives considered and rejected.
2. A description of the alternatives considered as feasible and evaluated herein.
3. Comparative analysis of each alternative that focuses on the potentially significant unavoidable
environmental impacts of the proposed project. The purpose of this analysis is to determine whether
alternatives are capable of eliminating or substantially reducing the project’s significant environmental
impacts.
4. Conclusions regarding the ability of an alternative to: a) avoid or substantially lessen the significant
unavoidable impacts of the project; b) the ability of an alternative to attain most of the basic project
objectives; and c) the merits and feasibility of an alternative compared to the merits of the proposed
project.
The alternatives to the proposed project discussed in this EIR are:
• No Project Alternative
• Alternative 1: Alternative Site Plan Alternative
4.4.1 PROJECT OBJECTIVES
The following project objectives have been established; they serve as a basis for comparing the alternatives,
and for the evaluation of associated environmental impacts:
• Develop a new commercial and retail center along an Arterial street and within close proximity to other
major roadways in a location that will serve the local community within the City of Lake Elsinore.
• Develop a project site of roughly 5 to 8 acres for commercial/retail uses, on a site where proposed
development would be consistent with the existing General Plan land use and zoning designation, and
in a manner that will fully utilize its development potential.
• Develop a new retail and commercial center which will serve the local community.
• Develop a project that will provide local employment opportunities and that will provide economic
benefits to the community and City.
• Develop a new commercial/retail center with sustainable project features that reduces project impacts
on the environment.
• Develop a cohesive commercial center that allows shoppers to enjoy eating facilities as well as
shopping opportunities in one stop thereby reducing the number of traffic trips residents would take.
4.4.2 IMPACTS OF THE PROPOSED PROJECT
As discussed throughout Section 4.0, Environmental Analysis of the DEIR, the proposed project would not
result in significant adverse environmental effects that cannot be mitigated to below levels of significance after
the implementation of project design features, mandatory regulatory requirements, and feasible mitigation
measures.
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4.4.3 ALTERNATIVES CONSIDERED AND REJECTED
An EIR is required to identify any alternatives that were considered by the Lead Agency but were rejected as
infeasible. Among the factors described by CEQA Guidelines § 15126.6 in determining whether to exclude
alternatives from detailed consideration in the EIR are: a) failure to meet most of the basic project objectives,
b) infeasibility, or c) inability to avoid significant environmental impacts. With respect to the feasibility of
potential alternatives to the proposed Project, CEQA Guidelines § 15126.6(f)(1) notes:
“Among the factors that may be taken into account when addressing the feasibility of alternatives
are site suitability, economic viability, availability of infrastructure, general plan consistency, other
plans or regulatory limitations, jurisdictional boundaries…and whether the proponent can
reasonably acquire, control or otherwise have access to the alternative site…”
In determining an appropriate range of alternatives to be evaluated in this EIR, a number of possible
alternatives were initially considered and, for a variety of reasons, rejected. Alternatives were rejected because
either: 1) they could not accomplish the basic objectives of the Project, 2) they would not have resulted in a
reduction of significant adverse environmental impacts, and/or 3) they were considered infeasible to construct
or operate. A summary of the alternatives that were considered buy rejected are described below.
4.4.3.1 Alternative Sites
CEQA does not require that an analysis of alternative sites always be included in an EIR. However, if the
surrounding circumstances make it reasonable to consider an alternative site then this alternative should be
considered and analyzed in the EIR. In making the decision to include or exclude analysis of an alternative
site, the “key question and first step in analysis is whether any of the significant effects of the project would
be avoided or substantially lessened by putting the project in another location. Only locations that would avoid
or substantially lessen any of the significant effects of the project need to be considered for inclusion in the
EIR” (CEQA Guidelines § 15126.6(f) (2)).
Development of the project at a different location would shift the Project’s near-term impacts to a different
location, and it is likely that similar or more severe near-term impacts could occur at off-site locations due to
the timing of implementation of the project. Additionally, the Applicant does not currently have ownership of
any additional properties within the City and acquiring additional land for an alternative site would be
economically infeasible. For these reasons, the City of Lake Elsinore finds that evaluation of an alternative site
location is not required for the project because alternative site locations would not reduce or avoid the project’s
significant environmental effects and would be infeasible for the Applicant
4.4.4 ALTERNATIVES UNDER CONSIDERATION
4.4.4.1 No Project Alternative
The No Project Alternative considers no new development/disturbance on the project site. As such, the 6.07-
acre project site would consist of undeveloped and vacant land that is routinely disced as part of ongoing fire
abatement activities. Under this Alternative, no improvements would be made to the project site and none of
the project’s roadway, utility, and other infrastructure improvements would occur. Under the No Project
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Alternative, the project site would remain vacant and undeveloped, although it is expected that it would be
developed at some time in the future consistent with the underlying general plan and zoning designations. The
specific alternative development options at the project site in the foreseeable future are too speculative. This
Alternative was selected by the City to compare the environmental effects of the proposed project with an
alternative that would leave the Project site in its existing (i.e., post-reclamation) conditions, in conformance
with CEQA Guidelines § 15126.6(e)(3)(B).
4.4.4.2 Alternative #1: Alternative Site Plan
The alternative project would consist of a commercial/retail center that includes a quick-serve drive-thru
restaurant, a convenience store, express car wash, and gas station land uses on a total of 6.07 acres (proposed
lot size). The project site is designated General Commercial by the City of Lake Elsinore General Plan and it
is zoned C-2 (General Commercial).
As shown on Exhibit 6-1 of the DEIR, Alternative Site Plan, Alternative #1 will consist of a 3,400 s.f. C-Store
(convenience store) with an attached 1,525 s.f. Quick-Serve Restaurant (QSR), 4,089 s.f. gas fueling canopy,
a 3,150 s.f. express car wash, and a 17,500 s.f. retail building with drive-thru lane. This Alternative would
provide vehicle ingress/egress along Mountain Street, in addition to two (2) additional ingress/egress along
Lake Street. This three-access point to the site are proposed to be full-access. Parking has been accommodated
throughout the site with approximately 170 parking stalls, including 11 ADA stalls, 20 vacuum stalls, and
seven (7) electric vehicle charging stalls. Landscaping features will be incorporated along the boundary of the
project site and in the interior of the site. Trees will provide shade to the alternative parking stalls and
landscaping along the east and south side of the property will prevent flow runoff towards Lake Street and
Mountain Street. Alternative #1 has also been designed with a bio filtration system designed to retain and treat
a designated volume stormwater runoff that is located on the northern portion of the project site.
4.4.5 NO PROJECT ALTERNATIVE – IMPACT EVALUATION
The No Project/No Build Alternative assumes that the proposed project is not developed. The project site
would remain in its current condition and would remain vacant.
4.4.5.1 Aesthetics
The No Project Alternative considers no development or disturbance on the project site beyond that which
occurs under existing conditions. As such, the 6.07-acre site would remain undeveloped and vacant land that
is routinely disced for fire abatement purposes. Thus, the project’s less-than-significant impacts to scenic vistas
would be avoided under this Alternative. Although the project is not expected to degrade the existing visual
character or quality of the site or its surroundings, implementation of the No Project Alternative would retain
the areas visual character and impacts would be reduced in comparison to the project. There would be no new
sources of light or glare under the No Project Alternative, and impacts associated with light and glare would
be reduced in comparison to the proposed project. Impacts to aesthetics would be reduced under the No Project
Alternative.
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4.4.5.2 Air Quality
Under the No Project Alternative, no development would occur on the project site; therefore, there would be
no potential sources of short-term (construction) or long-term (operational) emissions. There also would be no
potential sources of construction-related odors associated with this Alternative. With respect to construction-
related emissions, the No Project Alternative would avoid the project’s near-term construction-related less than
significant impacts. Additionally, the NDA would avoid the project’s long-term operational-related less than
significant impacts. Additionally, the less than significant odor impacts would be eliminated. Impacts to air
quality would be reduced under the No Project Alternative.
4.4.5.3 Biological Resources
The No Project Alternative would leave the project site in its existing (undeveloped/vacant) condition and no
development would occur on the site. Thus, the No Project Alternative would avoid the project’s impacts to
sensitive species, including burrowing owl, native bird nests, and bat species. Similar to the proposed project,
the No Project Alternative would result in no impacts to riparian habitat or other sensitive species and federally
or state protected wetlands. Additionally, the No Project Alternative would avoid the less than significant
impacts due to potential conflicts with Chapter 5.116 of the Lake Elsinore Municipal Code (Palm Tree
Preservation Policy) and the MSHCP. Impacts to biological resources would be reduced under the No Project
Alternative.
4.4.5.4 Cultural Resources
Under the No Project Alternative, no substantial changes nor disturbances would occur. As such, the No Project
Alternative would avoid the project’s potentially significant but mitigable impacts to cultural resources.
Impacts to cultural resources would be reduced under the No Project Alternative.
4.4.5.5 Energy
Under the No Project Alternative, energy would not be consumed onsite as the project site is currently vacant
and undeveloped. As such, the No Project Alternative would avoid the project’s less than significant impacts
to energy resources. Impacts to energy resources would be reduced under the No Project Alternative.
4.4.5.6 Geology and Soils
Under the No Project Alternative, no grading and/or earthmoving activities would occur and no structures
would be constructed on the project site; therefore, there would be no potential to expose people or structures
to potential substantial adverse effects, including the risk of loss, injury, or death involving rupture of a known
earthquake fault, strong seismic ground shaking, and/or seismic-related ground failure. Under this Alternative,
on- or off-site landslide, lateral spreading, subsidence, liquefaction, collapse, soil instability, or expansive soils
could occur as a result of natural forces; however, because no development would occur, there would be no
structures located on a geologic unit or soil that is unstable. Since no grading activities would occur under the
No Project Alternative and no cut and fill slopes would be created, hazards associated with unstable soils would
not occur. No substantial changes to the site topography would occur under this Alternative, since it does not
propose to alter the site from its current condition. Impacts to on- or off-site landslide, lateral spreading,
subsidence, liquefaction, collapse, soil instability, and expansive soils would be reduced under the No Project
Alternative.
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Under the No Project Alternative, because no development would occur, soil erosion and the loss of topsoil
due to natural forces (wind and rain) would continue in the absence of regulations such as a NPDES, a SWPPP,
and SCAQMD Rule 403, Fugitive Dust, which would regulate the project so that potential impacts associated
with soil erosion and the loss of topsoil would be managed. Accordingly, any potential impacts associated with
geology and soils, with the exception of soil erosion and the loss of topsoil that would occur as a result of
natural processes, would be avoided under the No Project Alternative. Impacts associated with soil erosion and
the loss of topsoil would be slightly increased under the No Project Alternative, but would remain less than
significant.
4.4.5.7 Greenhouse Gas Emissions
As noted in EIR Section 4.7, Greenhouse Gas Emissions, an individual project such as the project does not
have the potential to result in direct and significant GHG-related impacts in the absence of cumulative sources
of GHGs. Under the No Project Alternative, no development would occur on the project site; therefore, there
would be no new potential sources of cumulative near-term or long-term GHG emissions. Accordingly,
because no development would occur under this Alternative, the project’s less-than-significant impact would
be avoided under this Alternative. Neither the No Project Alternative nor the Project would conflict with an
applicable plan, policy, or regulation adopted for the purpose of reducing the emissions of GHGs. Impacts due
to GHGs would be reduced under the No Project Alternative.
4.4.5.8 Hazards and Hazardous Materials
Because no development would occur under the No Project Alternatives, no potential impacts associated with
the routine transport, use, or disposal of hazardous materials or foreseeable upset or accident conditions
involving the release of hazardous materials into the environment, would occur. Although project impacts due
to the emission of hazardous materials, substances, or waste within one-quarter mile of an existing or proposed
school (i.e., Terra Cotta High School), because no development would occur impacts to schools would be
reduced under this alternative. The Project site is not listed on any list of hazardous materials sites compiled
pursuant to Government Code Section 65962.5; therefore, neither the proposed project nor the No Project
Alternative have the potential to result in impacts associated with hazardous materials sites. Neither the project
nor the No Project Alternative would be inconsistent with an Airport Land Use Consistency Plan. Because the
Project site is not identified as part of an emergency response plan or emergency evacuation plan, neither the
NDA nor the Project would result in significant impacts due to impairment of evacuation or emergency plans.
The Project site is located in an area identified to have a ‘Very High’ Fire Hazard Area according to the City’s
General Plan (2011). Implementation of the proposed project would include development of structures within
the project site and could expose more people and additional development to potentially significant hazards
from wildfires. Under the No Project Alternative, there would be no structures developed on the project site;
however, the site would require routine discing as part of fire abatement activities in order to reduce wildfire
risk. Nonetheless, because the No Project Alternative would retain the site in its existing condition, the risk of
the project site contributing to wildfire hazards in the area would be increased as compared to the proposed
project.
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4.4.5.9 Hydrology and Water Quality
Because no grading or development of the project site would occur under the No Project Alternative, no
changes to existing hydrology and drainage conditions would occur. No storm water improvements would be
constructed and rainfall would continue to exit the site as sheet flow, as occurs under existing conditions.
Because this Alternative would not implement mandatory SWPPP and NPDES measures to reduce erosion
and sedimentation, erosion and sedimentation would be greater under this Alternative. Accordingly, the
proposed project’s potential impacts associated with hydrology and water quality, with the exception of
uncontrolled erosion and sedimentation and its potential impacts on water quality, would be avoided under this
Alternative.
The No Project Alternative would allow for greater on-site groundwater recharge compared to the proposed
project due to the reduction in impervious surfaces; therefore, the project’s less-than-significant impact due to
groundwater recharge would be reduced under this alternative.
The proposed project would install a comprehensive system of storm drain improvements and water quality
retention basins that would convey storm water runoff off-site in a manner that would not cause substantial
flooding on- or off-site, resulting in a reduction in peak flows from the project site. Thus, downstream erosion
impacts would be reduced under the proposed project as compared to the No Project Alternative. Compared to
the proposed project, the No Project Alternative also would increase impacts to the capacity of existing or
planned storm water drainage systems as well as polluted runoff because it would not result in the storm drain
improvements and water quality retention basins that are proposed by the project.
Neither the proposed project nor the No Project Alternative would result in the construction of housing or
structures within a mapped flood hazard area. Thus, impacts associated with housing or structures in flood
plains would not occur under the No Project Alternative or the proposed project.
4.4.5.10 Land Use and Planning
Under the No Project Alternative, as with the proposed project, there would be no applications for a General
Plan Amendment, Change of Zone, Specific Plan Amendment, or Specific Plan; however, the No Project
Alternative would not result in an impact associated with MSHCP compliance as there is no resulting alteration
of the project site. Thus, the No Project Alternative would result in a reduced impact associated with MSHCP
compliance. Neither the No Project Alternative nor the proposed project would have the potential to physically
divide an established community.
4.4.5.11 Noise
Under the No Project Alternative, no construction or development would occur on site. Thus, although the
Project would result in less-than-significant impacts with mitigation to nearby sensitive receptors during both
construction and operation, the No Project Alternative would not result in any noise increase and thus impacts
due to the exposure of persons to or generation of noise levels in excess of standards established in the local
general plan or noise ordinance, or applicable standards of other agencies would be avoided under this
Alternative. Similarly, the project’s less-than-significant impacts due to ground borne vibration or ground
borne noise levels would be avoided under this Alternative. There also would be no substantial permanent or
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temporary increase in ambient noise levels in the project vicinity under the No Project Alternative, and would
avoid the project’s less-than-significant impacts (with mitigation). The Project site is not located within two
miles of any public or private airports. The project site is not located within any known Airport Influence Area
or Airport Safety Zone for any public airports. Thus, neither the No Project Alternative nor the proposed
Project would expose sensitive receptors to excessive aircraft-related noise.
4.4.5.12 Public Services
The proposed project’s impacts to public services would be less than significant or have no impact. The No
Project Alternative would not result in any new development within the project site, and would not result in
any increase in demand for public services. Accordingly, the proposed project’s less-than-significant impacts
associated with public services would be avoided under this Alternative.
4.4.5.13 Transportation
Under the No Project Alternative, no new development would occur; therefore, no traffic impacts would occur.
As a result, the project’s direct and cumulatively-considerable impacts to transportation would be avoided
under the No Project Alternative.
4.4.5.14 Tribal Cultural Resources
Under the No Project Alternative, no new ground disturbance would occur. As such, the No Project Alternative
would avoid the project’s significant but mitigable impacts to Tribal Cultural Resources (TCRs) that may be
buried beneath the site’s surface and that could be impacted during grading and ground-disturbing activities.
No impact would occur under the No Project Alternative.
4.4.5.15 Utilities and Service Systems
The proposed project’s impacts associated with utilities and service systems would be less than significant.
Because no development would occur under the No Project Alternative, no potential impacts would occur
associated with utilities and service systems. Accordingly, implementation of the No Project Alternative would
avoid the proposed project’s less-than-significant impacts to utilities and service systems.
4.4.5.16 Wildfires
The Project site is located in an area identified to have a ‘Very High’ Fire Hazard Area according to the City’s
General Plan (2011). Implementation of the proposed project would include development of structures within
the project site and would reduce wildfire risk due to installation of impervious surfaces and irrigated
landscaping. Under the No Project Alternative, there would be no structures developed on the project site;
however, the site would require routine discing as part of fire abatement activities in order to reduce wildfire
risk. Nonetheless, because the No Project Alternative would retain the site in its existing condition, the risk of
the project site contributing to wildfire hazards in the area would be increased as compared to the proposed
project.
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4.4.5.17 Conclusion
Implementation of the No Project Alternative would result in no physical environmental impacts beyond those
that have historically occurred on the undeveloped and vacant property. Almost all effects of the proposed
project would be avoided or lessened by the selection of this Alternative, although a few new impacts, such as
sedimentation and wildfire impacts, would be increased under this Alternative. Because this Alternative would
avoid almost all of the project’s impacts, it warrants consideration as the “environmentally superior
alternative.” However, pursuant to CEQA Guidelines § 15126.6(e)(2), if a no project alternative is identified
as the environmentally superior alternative,” then the EIR shall also identify an environmentally superior
alternative among the other alternatives. Accordingly, Alternative #1, as discussed in subsection 6.5.2, is
identified as the environmentally superior alternative.
The No Project Alternative would fail to meet all the Project Objectives. The No Project Alternative would
not develop a new commercial and retail center along an Arterial street and within close proximity to other
major roadways in a location that will serve the local community within the City of Lake Elsinore. The No
Project Alternative would not develop a project site of roughly 5 to 8 acres for commercial/retail uses, on a
site where proposed development would be consistent with the existing General Plan land use and zoning
designation, and in a manner that will fully utilize its development potential. The No Project Alternative would
not develop a new retail and commercial center which will serve the local community. The No Project
Alternative also would fail to develop a project that will provide local employment opportunities and that will
provide economic benefits to the community and City. The No Project Alternative would fail develop a new
commercial/retail center with sustainable project features that reduces project impacts on the environment.
Finally, the No Project Alternative also would not develop a cohesive commercial center that allows shoppers
to enjoy eating facilities as well as shopping opportunities in one stop thereby reducing the number of traffic
trips residents would take.
4.4.6 ALTERNATIVE 1: ALTERNATIVE SITE PLAN
The alternative project would consist of a commercial/retail center that includes a quick-serve drive-thru
restaurant, a convenience store, express car wash, and gas station land uses on a total of 6.07 acres (proposed
lot size). The project site is designated General Commercial by the City of Lake Elsinore General Plan and it
is zoned C-2 (General Commercial).
As shown on Exhibit 6-1 of the DEIR, Alternative Site Plan, Alternative #1 will consist of a 3,400 s.f. C-Store
(convenience store) with an attached 1,525 s.f. Quick-Serve Restaurant (QSR), 4,089 s.f. gas fueling canopy,
a 3,150 s.f. express car wash, and a 17,500 s.f. retail building with drive-thru lane.
Implementation of Alternative #1 would result in a reduction of overall retail square footage compared to the
proposed project by approximately 2,040 s.f. This amounts to an approximately 10 percent. Additionally,
Alternative #1 proposes one drive-thru lane instead of two proposed under the project.
4.4.6.1 Aesthetics
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Areas proposed for development under Alternative #1 would be identical to the proposed project, although
there would be an approximate 10 percent reduction in retail square footage and elimination of one drive-thru
lane under the Alternative #1. For both Alternative #1 and the proposed project, the project site would be
converted from undeveloped land to a mixed-use community. Consistent with the findings for the proposed
project, the Alternative #1 would not have a substantial adverse effect on a scenic vista, as views of regional
scenic resources would continue to be available in the surrounding areas. As such, impacts to scenic vistas
would be similar under the proposed Project and the Alternative #1, and would be less than significant.
The project site is not visible from any officially-designated scenic highways. Both Alternative #1 and the
proposed project would have similar less-than-significant impacts on any eligible facility because development
of the project site would simply appear as a continuation of existing urban development patterns in the area.
Both the design of the project and Alternative #1 would be subject to City review to ensure that the site is
developed in a manner that is not visually offensive either on-site or within the context of surrounding uses
and planned development. As such, impacts to visual character and quality would be similar under Alternative
#1 and proposed project and would be less than significant.
The project and Alternative #1 both would be subject to the lighting requirements set forth in the Lake Elsinore
Municipal Code. Thus, impacts due to lighting and glare would be similar under the project and Alternative
#1 and would be less than significant.
4.4.6.2 Air Quality
Implementation of Alternative #1 would result in less construction activity overall due to the reduction in the
retail square footage across the project site. Additionally, Alternative #1 would result in a reduction in
operational emissions, associated with traffic, due to the elimination of one of the proposed drive-thru lanes.
As such, Alternative #1 would result in a reduction in emissions of air quality pollutants as compared to the
proposed project. Similar to the proposed project, Alternative #1 would result in a less than significant impact
associated with South Coast Air Quality Management District (SCAQMD) Regional Thresholds for criteria
pollutants.
Areas proposed for grading under Alternative #1 would be similar to the proposed project. As such, both
Alternative #1 and proposed project would result in similar less than significant emissions impacts during
construction. With respect to other phases of construction, the RPA proposes reduced retail area as compared
to the proposed project; therefore, air quality emissions associated with this phase of construction would be
reduces as compared to the project. Nonetheless, both the project and Alternative #1 would result in less than
significant emissions during construction.
For long-term operation, Alternative #1 would result in a reduction in traffic as compared to the proposed
project due to the reduction in retail square footage and the elimination of one drive-thru lane. As such, air
quality emissions associated with Alternative #1 would be reduced in comparison to the proposed project.
Nonetheless, both the project and Alternative #1 would result in less than significant emissions during long-
term operation.
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As noted above, areas proposed for development are similar between the Alternative #1 and proposed project,
and the same amount of grading would be required. Thus, both the Project and the RPA would result in less
than significant localized air quality impacts during construction.
Neither the project nor Alternative #1 would result in impacts due to odors during long-term operation or
construction; thus, impacts would be less than significant and would be similar.
4.4.6.3 Biological Resources
Areas proposed for physical disturbance by the Alternative #1 are identical to the proposed project. As such,
the Alternative #1 and the proposed project would result in identical significant impacts to sensitive species,
and mitigation would be required to reduce these impacts to below a level of significance. For both projects,
implementation of mitigation measures BIO-1 and BIO-2 (specified in Section 4.3) would reduce impacts to
sensitive species, including burrowing owl, native bird nests, and bat species.
Neither the project nor Alternative #1 would result in impacts to riparian habitat or federally or state protected
wetlands, or wildlife corridors.
Under both Alternative #1 and the proposed project, the project Applicant would be required to comply with
all applicable local policies and ordinances protecting biological resources, including the City’s palm tree
preservation program (Chapter 5.116 of the Lake Elsinore Municipal Code) and the MSHCP. Impacts would
be less than significant, and would be similar for both the Alternative #1 and the proposed project.
4.4.6.4 Cultural Resources
Areas subject to physical disturbance by Alternative #1 would be identical to the proposed project. Both the
project and Alternative #1 would impact two (2) previously recorded resources (Sites P-33-007208 and P-33-
017352) on the project site; however, both previously recorded resources were not determined significant
pursuant to the criteria given in CEQA Guidelines § 15064.5. Also, there are no other known archaeological
resources at the project site. Accordingly, the project and Alternative #1 would result in less-than-significant
impacts to known significant historical resources. Regardless, there is a potential that historical resources may
be buried beneath the surface of the site that meet the CEQA definition of a significant resource which could
not be unearthed during the project’s construction process. If such resources are unearthed and are not properly
identified and treated, the impact would be significant on both a direct and cumulative basis for both
Alternative #1 and proposed project. With implementation of the mitigation measures identified in EIR Section
4.4, impacts would be reduced to less-than-significant levels.
Additionally, there is a potential that archaeological resources may be buried beneath the surface of the site
that meet the CEQA definition of a significant resource which could be unearthed during construction of the
proposed project or Alternative #1. If such resources are unearthed and are not properly identified and treated,
the impact would be significant. With implementation of the mitigation measures identified in EIR Section
4.4, impacts would be reduced to less-than-significant levels.
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The project site does not contain a cemetery and no known cemeteries are located within the immediate site
vicinity. In the unlikely event that human remains are discovered during grading or other ground-disturbing
activities associated with the project or Alternative #1, the project and Alternative #1 would be required to
comply with the applicable provisions of California Health and Safety Code § 7050.5 and California Public
Resources Code § 5097 et. seq. Mandatory compliance with State law would ensure that human remains, if
encountered, are appropriately treated and would preclude the potential for significant impacts to human
remains.
4.4.6.5 Energy
Energy resources used within the site under Alternative #1 would be reduced compared to the project due to
the reduction in retail space and the elimination of one drive-thru lane. As discussed in EIR Section 4.5, the
proposed project would be compliant with CRR Title 24 Part 6: California’s Energy Efficiency Standards for
Residential and Nonresidential Buildings. Additionally, the project was determined to be compliant with the
City of Lake Elsinore Climate Action Plan to reduce local GHG emissions in accordance with State law,
including energy consumption. Implementation of Alternative #1 would also be consistent with these plans
and similar to the project would not result in the inefficient use of energy resources. Therefore, due to the
reduced site intensity, Alternative #1 would result in a reduced less than significant impact with respect to
energy resources compared to the proposed project.
4.4.6.6 Geology and Soils
Construction and development characteristics associated with Alternative #1 are very similar to the proposed
project. Both the project and the Alternative #1 would be subject to compliance with the project’s geotechnical
study which would reduce any potential impacts associated with geology and soils to less than significant.
Thus, both the Project and Alternative #1 would result in similar less-than-significant impacts associated with
the exposure of people or structures to adverse effects, including loss, injury, or death as a result of strong
seismic ground shaking, lateral spreading, liquefaction, and collapse.
The project site has a “High Potential” to yield nonrenewable paleontological resources. As the project and
Alternative #1 would impact the same ground area, both the project and Alternative #1 would result in similar
impacts. Both the project and Alternative #1 would require implementation of mitigation measure GEO-1 in
order to reduce impacts to paleontological resources to less than significant.
4.4.6.7 Greenhouse Gas Emissions
Under Alternative #1, emissions of greenhouse gases (GHGs) would be reduced in comparison to the proposed
project due to the reduction in retail building space and elimination of one drive-thru lane. As discussed in EIR
Section 4.7, implementation of the project would result in less than significant impacts associated with GHG
emissions; therefore, implementation of Alternative #1 would result in would result in a reduced less than
significant impact compared to the project.
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4.4.6.8 Hazards and Hazardous Materials
During construction and operation of both the project and Alternative #1, mandatory compliance with federal,
state, and local regulations would reduce to less-than-significant levels impacts due to a significant hazard to
the public or environment through the routine transport, use, or disposal of hazardous materials; however,
because Alternative #1 would implement a reduced retail footprint and fewer vehicles due to the elimination
of one drive-thru lane than the proposed project, potential impacts would be reduced under Alternative #1 in
comparison to the proposed project.
Under existing conditions, no hazards were found on the project site; thus, no impacts due to existing site
contamination would occur under the project or Alternative #1. During construction and operation, mandatory
compliance with federal, state, and local regulations would ensure that the project and Alternative #1 would
not create a significant hazard to the public or the environment through accident conditions involving the
release of hazardous materials. Thus, the project and Alternative #1 would not create a significant hazard to
the public or environment through reasonably foreseeable upset and accident conditions involving the release
of hazardous materials in the environment. However, due to the reduction in retail building area and elimination
of one drive-thru lane, Alternative #1 would have slightly reduced impacts in comparison to the proposed
project.
The project site is located approximately 0.25 mile north of Terra Cotta High School; however, impacts due to
emitting hazardous emissions or handle hazardous materials within one-quarter mile of an existing or proposed
school would be less than significant under both the project. Alternative #1 would result in reduced less than
significant impact compared to the proposed project due to the reduction is retail building area and elimination
of one drive-thru lane.
The project site is not located on any list of hazardous materials sites compiled pursuant to Government Code
§ 65962.5. Accordingly, no impact would occur under Alternative #1 or the proposed project, and impacts
would be similar.
The project site is not within the Airport Influence Area for any airport in Riverside County. As such, neither
the proposed project nor Alternative #1 would expose people residing or working in the area to safety hazards
associated with public airports, and impacts would be less than significant and similar under both alternatives.
Neither the project nor Alternative #1 would impair or physically interfere with an adopted emergency
response plan or emergency evacuation plan. No emergency facilities exist on the project site, and the site does
not serve as an emergency evacuation route and the project would be required to maintain access during
construction. Thus, both the project and Alternative #1 would result in similar less-than-significant impacts.
According to the City of Lake Elsinore General Plan, the project site is located within a ‘Very High’ Fire
Hazard Area. As the project site is vacant and undeveloped, future development under both the project and
Alternative #1 would be developed in a manner consistent with jurisdictional requirements for fire protection
and would generally decrease the fire hazard in the local area. As such, impacts regarding wildland fires would
be similar less than significant under both Alternative #1 and the proposed project.
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4.4.6.9 Hydrology and Water Quality
With implementation of the BMPs from the SWPPP and the WQMP prepared for the project (which would
also apply to Alternative #1) as well as implementation of the drainage plan for both the project and Alternative
#1, impacts would be less than significant. Because areas proposed for development are similar, impacts under
Alternative #1 and project would be similar.
The project and Alternative #1 would have a reliable source of domestic water and would not require any new
potable water wells that would directly extract groundwater. The project and Alternative #1 would not
substantially deplete groundwater supplies or interfere substantially with groundwater recharge such that there
would be a net deficit in aquifer volume or a lowering of the local groundwater table level, and the impact
would be less than significant. However, because Alternative #1 would require less water than the proposed
project due to the reduction in retail building area, impacts to groundwater would be reduced under Alternative
#1 as compared to the proposed project.
Implementation of the BMPs from the required SWPPP and the on-site drainage basins would ensure that
construction and operation of the project and Alternative #1 would not result in substantial erosion or siltation
on/or off-site or contribute runoff storm water which would exceed the capacity of existing or planned storm
water drainage systems or provide substantial additional sources of polluted runoff. Accordingly, impacts
would be less than significant and would be similar under Alternative #1 and proposed project.
With implementation of the drainage plan included as an applicable City Regulation, which would be similar
under the project and Alternative #1, the project and Alternative #1 would result in the reduction of peak storm
water discharge flows compared to existing conditions. Because the proposed project and Alternative #1 would
be designed to attenuate post-development runoff from the site, runoff from the project and Alternative #1
would not substantially increase the rate or amount of surface runoff in downstream areas in a manner that
would result in flooding on- or off-site. A less-than-significant impact would occur, and impacts would be
similar under Alternative #1 and proposed project.
Implementation of the project or Alternative #1 would not require construction or expansion of storm water
drainage facilities that are not already addressed herein. Construction of the proposed storm drainage
improvements is an integral component of the construction phase for both the project and Alternative #1,
impacts for which have been evaluated throughout this subsection. In each case, impacts are found to be less
than significant. There are no components of the on-site drainage improvements that would result in
environmental effects not addressed in this EIR. Thus, a less-than-significant impact would occur under both
the project and Alternative #1, and impacts would be similar.
The FEMA FIRM for the project site indicates that the project site is not located within a special flood hazard
area; therefore, neither the project nor Alternative #1 would result in potential impacts associated with placing
housing or structures within a 100-year flood zone. Additionally, the project site was determined to be outside
an area at risk of inundation. Impacts and would be similar under Alternative #1 and proposed project.
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4.4.6.10 Land Use and Planning
The project and Alternative #1 would not physically disrupt or divide any established communities, and no
impact would occur under either alternative. Additionally, under both the project and Alternative #1, the project
site would be developed in compliance with the underlying General Plan designation and Zoning. Additionally,
similar to the project, Alternative #1 would comply with the MSHCP requirements for the project site. Impacts
due to a conflict with the land use designations and policies of the General Plan and other planning documents
would be less than significant and would be similar under both Alternative #1 and proposed project.
4.4.6.11 Noise
Both the project and Alternative #1 would result in construction-related noise levels that exceed the City of
Lake Elsinore stationary construction equipment noise level standards; however, these impacts would be
reduced to less-than-significant levels with implementation of the mitigation measures specified in EIR
Subsection 4.11. Although Alternative #1 includes a reduction in the amount of retail square footage and the
elimination of one drive-thru lane, it is assumed the construction noise impacts would be similar between the
project and Alternative #1.
Additionally, under the project and Alternative #1, operational noise levels affecting sensitive off-site receiver
locations have the potential to exceed the nighttime exterior noise level standards established by General Plan
Policy 7.1. Such impacts would be reduced to less-than-significant levels with implementation of the
mitigation measures identified in EIR Subsection 4.11. However, due to the reduction in retail square footage
and elimination of one drive-thru lane, such impacts would be reduced under Alternative #1 as compared to
the proposed project.
4.4.6.12 Public Services
With payment of mandatory DIF fees, potential direct and cumulatively-considerable impacts to the RCFD
and LEPD under the project and Alternative #1 would be reduced to less-than-significant levels, and neither
the project nor Alternative #1 would result in or require the construction of new fire or police protection
facilities that could result in a significant impact to the environment. The project and Alternative #1 would
result in similar impacts.
Similar to the project, Alternative #1 would not have an impact on school, park, or other government facilities.
4.4.6.13 Transportation
As discussed in EIR Section 4.14, the project result in less than significant to study area transportation facilities.
Impacts associated with Alternative #1 would be reduced under as compared to the proposed project due to
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the reduction in retail square footage and the elimination of one drive-thru lane. Therefore, Alternative #1
would result in a reduced less than significant impacts as compared to the project.
As the project was determined to result in less than significant VMT impacts, Alternative #1 would result in a
reduced less than significant impact, as compared to the project, due the reduction in retail square footage and
the elimination of one drive-thru lane.
Neither the proposed project nor Alternative #1 create or substantially increase safety hazards due to a design
feature or incompatible use, and impacts would be less than significant and similar under both alternatives.
Due to temporary lane closures that may occur during the construction phase for both the Project and
Alternative #1, such construction activities may conflict with emergency access routes and access to nearby
uses. Construction traffic would be required to comply with a temporary traffic control plan that meets the
applicable requirements of the California Manual on Uniform Traffic Control Devices, as required by the
mitigation specified in EIR Section 4.14. Because improvements under the Project and Alternative #1 would
be similar, temporary construction-related impacts would be similar under both alternative.
4.4.6.14 Tribal Cultural Resources
Areas proposed for disturbance under Alternative #1 would be identical to the proposed project. Although
neither the project nor Alternative #1 would impact any known TCRs, both the project and Alternative #1 have
the potential to impact TCRs that may be buried beneath the project site’s surface and that could be impacted
during grading or ground-disturbing activities. As with the project, Alternative #1 would be subject to
mitigation measures CULT-1 through CULT-5, which would ensure that grading and other ground-disturbing
activities during construction are monitored by a qualified archaeologist as well as tribal monitors. The
mitigation further requires the proper treatment of any resources that may be uncovered, and the avoidance of
disturbance in areas where potential resources are uncovered. With implementation of the required mitigation,
impacts would be reduced to less-than-significant levels under both Alternative #1 and proposed project, and
the level of impact would be the same.
4.4.6.15 Utilities and Service Systems
Neither the project nor Alternative #1 would exceed wastewater treatment requirements of the Santa Ana
RWQCB. The EVMWD would provide wastewater treatment and collection services to the site, and the
EVMWD is required to operate all of its treatment facilities in accordance with applicable waste treatment and
discharge standards and requirements set forth by the RWQCB. Thus, a less-than-significant impact would
occur under both Alternative #1 and proposed project, and impacts would be similar.
Neither the project nor Alternative #1 would require or result in the construction of new water treatment
facilities or expansion of existing facilities, the construction of which could cause significant environmental
effects. Therefore, impacts due to water demand would be less than significant under both the project and
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Alternative #1, although impacts would be reduced under Alternative #1 as compared to the project due to a
reduction in retail square footage.
During both construction and operation of the project or Alternative #1, the amount of solid waste generated
be would represent a nominal increase in the existing available disposal capacity of the El Sobrante Landfill,
the Badlands Landfill, and the Lamb Canyon Landfill. Thus, the project and Alternative #1 would be served
by a landfill with sufficient permitted capacity to accommodate the project’s solid waste disposal needs and
impacts would be less than significant. However, due to the reduction in retail square footage and elimination
of one drive-thru lane, Alternative #1 would result in reduced impacts as compared to the proposed project.
The Project and Alternative #1 would be required to comply with all applicable solid waste statutes and
regulations; as such, impacts would be less than significant under either alternative.
Impacts associated with the construction of utility connections to provide electricity, natural gas, and
telecommunication facilities service to the site are inherent to the construction phase, and have been evaluated
herein. There are no components of the proposed utility connections that would result in significant
environmental effects not already addressed herein. Accordingly, impacts under Alternative #1 and proposed
project would be less than significant and would be similar.
4.4.6.16 Wildfires
Construction and development characteristics associated with Alternative #1 are very similar to the proposed
project. According to the City of Lake Elsinore General Plan, the project site is located within a ‘Very High’
Fire Hazard Area. As the project site is vacant and undeveloped, future development under both the project
and Alternative #1 would be developed in a manner consistent with jurisdictional requirements for fire
protection and would generally decrease the fire hazard in the local area. As such, impacts regarding wildland
fires would be similar less than significant under both Alternative #1 and the proposed project.
4.4.6.17 Conclusion
As compared to the proposed Project, the RPA would not result in increased impacts to any of the issue areas
analyzed above, and would result in similar or decreased impacts to all of the issue areas analyzed above.
Specifically, as compared to the proposed Project, the RPA would result in reduced impacts associated with
air quality, greenhouse gas emissions, hazards/hazardous materials, hydrology/water quality (groundwater
supplies), noise, population/housing, public services, recreation, transportation/traffic, and utilities/service
systems. Impacts under the issues of aesthetics, biological resources, geology/soils, historic/archaeological
resources, hydrology/water quality (for all but groundwater supplies), land use/planning, paleontological
resources, and tribal cultural resources would be similar under the Project and the RPA.
Alternative #1 generally would meet the Project Objectives, but less effectively than the proposed project due
to the reduction in retail space and elimination of one drive-thru lane. Alternative #1 would be less effective
in developing a new commercial and retail center along an Arterial street and within close proximity to other
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major roadways in a location that will serve the local community within the City of Lake Elsinore. Both the
project and Alternative #1 would develop a project site of roughly 5 to 8 acres for commercial/retail uses, on
a site where proposed development would be consistent with the existing General Plan land use and zoning
designation, and in a manner that will fully utilize its development potential. Both the project and Alternative
#1 would develop a new retail and commercial center which will serve the local community. Alternative #1
would be less effective in providing local employment opportunities and that will provide economic benefits
to the community and City. Both the project and Alternative #1 would develop a new commercial/retail center
with sustainable project features that reduces project impacts on the environment. Finally, Alternative #1
would be less effective in developing a cohesive commercial center that allows shoppers to enjoy eating
facilities as well as shopping opportunities in one stop thereby reducing the number of traffic trips residents
would take.
5 CERTIFICATION OF THE FINAL EIR
The City has reviewed and considered the Final EIR in evaluating the proposed Project. The City Council
finds that the DEIR is an accurate and objective statement that fully complies with CEQA (California Public
Resources Code, §§ 21000 et seq.), the State CEQA Guidelines, and the City’s Procedures for Implementing
the State CEQA Guidelines; that the Final EIR reflects the independent judgment of the City; and that no new
significant impacts as defined by State CEQA Guidelines § 15088.5 have been identified by the City after
circulation of the DEIR which would require recirculation.
The City Council certifies the Environmental Impact Report based on the following findings and conclusions:
5.1 FINDINGS AND CONCLUSIONS
1. All significant environmental impacts from the implementation of the proposed Project have been
identified in the DEIR and will be mitigated to less-than-significant levels with implementation of the
identified mitigation measures.
2. Other reasonable alternatives to the proposed Project that could feasibly achieve most of the basic
objectives of the project have been considered. Some of the alternatives were feasible but did not meet the
Project objectives; others met the Project objectives but fail to develop a new commercial/retail center with
sustainable project features that reduces project impacts on the environment, provide local employment
opportunities, and that will provide economic benefits to the community and City. Since the alternatives
considered did not meet the project objectives, the alternatives are rejected in favor of the proposed Project.
6 ADOPTION OF MITIGATION AND MONITORING REPORTING PROGRAM
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(MMRP)
Pursuant to Public Resources Code section 21081.6, the City as the Lead Agency hereby adopts the Mitigation
and Monitoring Program (MMRP) attached to these Findings. In the event of any inconsistencies between the
mitigation measures as set forth herein and the Mitigation, Monitoring, and Reporting Program, the Mitigation,
Monitoring, and Reporting Program shall control.
7 APPROVAL OF THE PROJECT
Based on the entire record before the City, including the above Findings and Statement of Overriding
Considerations and all written and oral evidence presented to the City, the City as the Lead Agency hereby
approves the Project with all the Mitigation Measures and the Mitigation Monitoring Program, as set forth in
these findings.
8 LOCATION AND CUSTODIAN OF RECORD
For purposes of CEQA and these Findings, the Record of Proceedings for the Project consists of, among other
documents, the following documents:
• The August 28, 2020 Notice of Preparation (NOP) issued by the City in conjunction with the proposed
Project.
• All comments and correspondence submitted by public agencies and members of the public during the
NOP public review period. (August 28, 2020 to September 28, 2020)
• The July 2021 DEIR, including appendices and technical studies included or referenced in the July
2021 DEIR.
• All comments submitted by agencies or members of the public during the 45-day public comment
period on the DEIR which began July 2, 2021.
• The Final EIR
• All comments and correspondence submitted to the City with respect to the proposed Project and EIR
during public hearings held before the City Planning Commission and City Council.
• The mitigation monitoring and reporting program (MMMP) for the proposed Project.
• All findings and resolutions adopted by the City decision makers in connection with the proposed
Project, and all documents cited or referred to therein.
• All reports, studies, memoranda, maps, staff reports, or other planning documents related to the
proposed Project.
• All documents and information submitted to the City by responsible, trustee, or other public agencies,
or by individuals or organizations, in connection with the proposed Project and/or the July 2021 DEIR
through the date the City Council approved the proposed Project.
• Matters of common knowledge to the City, including, but not limited to federal, state, and local laws
and regulations.
• Any documents expressly cited in these findings, in addition to those cited above.
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• Any other materials required to be in the Record of Proceedings by Public Resources Code § 21167.6,
Subdivision (e).
The custodian of the record of proceedings is the City of Lake Elsinore Community Development Department,
Planning Division, whose office is located at 130 South Main Street, Lake Elsinore, CA 92530.
The City has relied on all of the documents listed above in reaching its decision on the proposed Project, even
if every document was not formally presented to the City Council decision-makers as part of the City’s files
generated in connection with the proposed Project.
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MITIGATION MONITORING AND REPORTING PROGRAM
This Mitigation Monitoring and Reporting Program (MMRP) identifies mitigation measures incorporated into the Environmental Impact Report
(EIR) for the Lake and Mountain Commercial Center Project (Project). For each mitigation measure, the MMRP identifies the mitigation measure,
the implementation entity, the timing for implementation, and the date of completion with sign-off for verification purposes.
MITIGATION MONITORING AND REPORTING PROGRAM
Mitigation Measure Implementation
Entity
Timing for
Implementation
Date of
Completion/
Initials
Biological Resources
BIO-1 Burrowing Owl Surveys. In accordance with MSHCP Objective 6, prior to
issuance of grading permits or other permits authorizing ground disturbance,
the project Applicant shall retain a qualified biologist to perform a pre-
construction burrowing owl survey. The pre-construction burrowing owl survey
shall occur within the Burrowing Owl Survey Area where suitable habitat is
present within 30 days prior to project commencement of any ground-
disturbing activities at the project site. If active burrowing owl burrows are
detected during the breeding season, all work within an appropriate buffer
(typically a minimum 300 feet) of any active burrow shall be halted until that
nesting effort is finished. The on-site biologist shall review and verify compliance
with these boundaries and shall verify the nesting effort has finished. Work can
resume in the buffer when no other active burrowing owl burrows nests are
found within the buffer area. If active burrowing owl burrows are detected
outside the breeding season or during the breeding season and its determined
nesting activities have not begun, then passive and/or active relocation may be
approved following consultation with CDFW. The installation of one-way doors
may be installed as part of a passive relocation program. Burrowing owl burrows
shall be excavated with hand tools by a qualified biologist when determined to
Project Proponent/
Construction
Contractor/ Biologist
Prior to Construction
(at least 30 days prior
to project
commencement)
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be unoccupied, and back filled to ensure that animals do not re-enter the
holes/dens. Upon completion of the survey and any follow-up construction
avoidance management, a report shall be prepared and submitted to CDFW. A
copy of the results of the pre-construction survey (and all additional surveys),
as well as copies of the Burrowing Owl Management Plan, if required, shall be
provided to the City of Lake Elsinore Planning Division for review and approval
(in the case of the Burrowing Owl Management Plan) prior to any vegetation
clearing and ground disturbance activities.
BIO-2 Nesting Bird Pre-construction Surveys. In order to avoid violation of
the federal MBTA and California Fish and Game Code, construction activities
shall be avoided to the greatest extent possible during the nesting season
(generally February 1 to August 31).
If construction activities are to occur during the nesting season, a pre-
construction nesting survey shall be conducted within three days prior to the
commencement of construction (if between February 1 and August 31). A
qualified biologist shall perform the nesting survey that will consist of a single
visit to ascertain whether there are active raptor nests within 500 feet of the
project footprint or other protected bird nests within 300 feet of the project
footprint. Nests will be searched for in the trees and shrubs. This survey shall
identify the species of nesting bird and to the degree feasible, nesting stage
(e.g., incubation of eggs, feeding of young, near fledging). Nests shall be mapped
(not by using GPS because close encroachment may cause nest abandonment).
The follow-up nesting survey shall be conducted for five (5) consecutive days
and no more than three (3) days prior to construction. If an active nest is
observed, the nest location shall be fenced off surrounding an adequate radius
buffer zone as determined by the biological monitor, to be at least 350 feet. The
buffer zone shall not be disturbed until the nest is inactive. Biological monitoring
shall occur during vegetation removal activities.
Project Proponent/
Construction
Contractor/ Biologist
No More than Three (3)
Days Prior to
Construction
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BIO-3 MSHCP Guideline Implementation. Prior to the issuance of a grading
permit, the Property Owner/Developer shall include a note on the plans that
outlines the following requirements from Section 6.1.4 of the MHSCP:
1. Incorporate measures to control the quantity and quality of runoff from
the site entering the MSHCP Conservation Area. In particular, measures
shall be put in place to avoid discharge of untreated surface runoff from
developed and paved areas into MSHCP Conservation Areas. Best
Management Practices (BMPs) shall be implemented to prevent the
release of toxins, chemicals, petroleum products, exotic plant materials,
or other elements that might degrade or harm downstream biological
resources or ecosystems. According to the MSHCP consistency analysis
prepared for the project, the proposed project will incorporate a
detention basin, grass swales, or mechanical trapping devices to filter
runoff from the project site.
2. Land uses proposed in proximity to the MSHCP Conservation Area that
use chemicals or generate bioproducts, such as manure, that are
potentially toxic or may adversely affect wildlife species, habitat, or
water quality shall incorporate measures to ensure that application of
such chemicals does not result in discharge to the MSHCP Conservation
Area. The greatest risk is from landscaping fertilization overspray and
runoff.
3. Night lighting shall be directed away from the MSHCP Conservation
Area and the avoided area on site to protect species from direct night
lighting. According to the MSHCP consistency analysis prepared for the
project, the proposed project will direct night lighting away from the
MSHCP Conservation Area and incorporate light shielding in the project
designs to avoid excess ambient light from entering the MSHCP
Conservation Area.
4. Proposed noise-generating land uses affecting the MSHCP Conservation
Area, including designated avoidance areas, shall incorporate setbacks,
berms, or walls to minimize the effects of noise on MSHCP Conservation
Project Proponent/
Construction
Contractor/ Biologist
Final Design
Phase/Prior to
Construction
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Area resources pursuant to applicable rules, regulations, and guidelines
related to land use noise standards.
5. Avoid use of invasive, non-native plant species listed in Table 6-2 of the
MSHCP in approving landscape plans for the portions of the project that
are adjacent to the MSHCP Conservation Area, including avoidance
areas. Considerations in reviewing the applicability of this list shall
include proximity of planting areas to the MSHCP Conservation Areas
and designated avoidance areas, species considered in the planting
plans, resources being protected within the MSHCP Conservation Area
and their relative sensitivity to invasion, and barriers to plant and seed
dispersal, such as walls, topography, and other features. According to
the MSHCP consistency analysis prepared for the project, the proposed
project landscape plans will avoid utilizing any species listed in Table 6-
2 in the landscaping plans.
6. Proposed land uses adjacent to the MSHCP Conservation Area shall
incorporate barriers, where appropriate, in individual project designs to
minimize unauthorized public access, domestic animal predation, illegal
trespass, or dumping into existing and future MSHCP Conservation
Areas. Such barriers may include native landscaping, rocks/boulders,
fencing, walls, signage, and/or other appropriate mechanisms.
7. Manufactured slopes associated with proposed site development shall
not extend into the MSHCP Conservation Area.
8. Weed abatement and fuel modification activities are not permitted in
the Conservation Area, including designated avoidance areas.
BIO-4 MSHCP Construction Best Management Practices Implementation.
Prior to the issuance of a grading permit, the Property Owner/Developer shall
include a note on the plans that outlines the following Construction BMPs
from Volume I, Appendix C of the MSHCP shown in italics, and specific
requirements in plain text:
Construction Best Management Practices:
Project Proponent/
Construction
Contractor/ Biologist
Final Design
Phase/Prior to
Construction
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1. A condition shall be placed on grading permits requiring a qualified
biologist to conduct a training session for project personnel prior to
grading. The training shall include a description of the species of
concern and its habitats, the general provisions of the Endangered
Species Act and the MSHCP, the need to adhere to the provisions of the
Act and the MSHCP, the penalties associated with violating the
provisions of the Endangered Species Act, the general measures that
are being implemented to conserve the species of concern as they
relate to the project, and the access routes to and project site
boundaries within which the project activities must be accomplished.
Prior to the issuance of a grading permit, the Property
Owner/Developer shall retain a qualified biologist to prepare and
implement a Worker Environmental Awareness Program (WEAP) to
train all project personnel prior to grading. The details of the training
should be consistent with MSHCP Appendix C Standard BMP No. 1, the
general provisions of the Endangered Species Act, include a detailed
discussion of how to identify the potential special-status plant and
animal species that may be encountered during ground disturbance
and construction activities, and necessary actions to take if the species
are observed on site.
2. Water pollution and erosion control plans shall be developed and
implemented in accordance with RWQCB requirements.
Prior to the issuance of a grading permit, the Property
Owner/Developer shall submit to the City a project-specific Storm
Water Pollution Prevention Plan (SWPPP) prior to initial ground
disturbance. The project-specific SWPPP shall describe BMPs that will
be implemented in pre-, during-, and post-construction phases.
Examples of BMPs may include dust suppression BMPs, Low Impact
Developments (LIDs) such as vegetated swales, and a spill response
protocol. The SWPPP is a dynamic document that shall be amended
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when site conditions warrant changes to protect natural resources and
prevent discharge of non-stormwater to neighboring parcels.
The Qualified Stormwater Developer (QSD) shall develop and
implement the SWPPP with site-specific BMPs to prevent/reduce the
potential for erosion, sedimentation, and offsite discharge of non-
stormwater in accordance with the Construction General Permit (CGP),
National Pollutant Discharge Elimination System (NPDES) MS4 permit,
and a 401 Water Quality Certification Permit (if applicable). The QSD
shall provide training to the contractor for performing regular site
inspections, and for pre-, during-, and post-storm events to ensure
that BMPs are functioning as intended.
3. The footprint of disturbance shall be minimized to the maximum extent
feasible. Access to sites shall be via pre-existing access routes to the
greatest extent possible.
Prior to the issuance of a grading permit, the Property
Owner/Developer shall submit to the City a construction management
plan that demonstrates that the construction footprint will remain
within the limits of the current property boundary, site ingress/ egress
will be limited to the least impactful location on the Project Site.
Trackout (riprap, rumble strips) shall be installed to prevent tracking of
sediment to public roadways.
4. The upstream and downstream limits of projects disturbance plus
lateral limits of disturbance on either side of the stream shall be clearly
defined and marked in the field and reviewed by the biologist prior to
initiation of work.
Prior to the issuance of a grading permit, the Property
Owner/Developer shall submit to the City a construction management
plan that the construction footprint will remain within the limits of the
current property boundary, project site boundaries shall be clearly
delineated with visible means (i.e. stakes, rope, flagging, snow fence,
etc.). The contractor shall adhere to the measures and conditions in all
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environmental permits to protect Jurisdictional Waters of the United
States.
5. Projects should be designed to avoid the placement of equipment and
personnel within the stream channel or on sand and gravel bars, banks,
and adjacent upland habitats used by target species of concern.
The Habitat Assessment found that no habitat for target species was
observed within the project boundaries. The project site does not
contain stream channels, gravel bars, or streambanks. All project-
related construction activities would occur within the property
boundaries and no equipment or personnel would work outside the
clearly identified project boundaries.
6. Projects that cannot be conducted without placing equipment or
personnel in sensitive habitats should be timed to avoid the breeding
season of riparian identified in MSHCP Global Species Objective No. 7.
Prior to the issuance of a grading permit, the Property
Owner/Developer shall retain a qualified wildlife biologist to monitor
ground disturbance activities that would occur during the nesting
season. The Habitat Assessment found that no sensitive habitats were
observed within the project boundaries, including riparian habitat. The
Construction Contractor shall take are to ensure that construction
activities do not negatively impact potentially sensitive habitats or
species surrounding the project site. Construction equipment and
personnel shall be made aware of MSHCP Global Species Objective No.
7 as part of the WEAP training and would always remain within project
site boundaries.
7. When stream flows must be diverted, the diversions shall be conducted
using sandbags or other methods requiring minimal instream impacts.
Silt fencing of other sediment trapping materials shall be installed at the
downstream end of construction activity to minimize the transport of
sediments off site. Settling ponds where sediment is collected shall be
cleaned out in a manner that prevents the sediment from reentering
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the stream. Care shall be exercised when removing silt fences, as
feasible, to prevent debris or sediment from returning to the stream.
No water diversion activities are proposed during project activities.
The Property Owner/Developer shall implement erosion and sediment
control BMPs as identified in the Water Quality Management Plan
(WQMP) throughout the project site to reduce/ prevent sediment
impacts in pre-, during- and post-construction phases. Personnel
would be educated during WEAP training as to the importance of
preventing impacts to the Temescal Wash from construction activities.
8. Equipment storage, fueling, and staging areas shall be located on
upland sites with minimal risks of direct drainage into riparian areas or
other sensitive habitats. These designated areas shall be located in such
a manner as to prevent any runoff from entering sensitive habitat.
Necessary precautions shall be taken to prevent the release of cement
or other toxic substances into surface waters. Project related spills of
hazardous materials shall be reported to appropriate entities, including
but not limited to applicable jurisdictional city, USFWS, CDFW, and
SARWQCB, and shall be cleaned up immediately and contaminated soils
removed to an approved disposal areas.
Ongoing during construction and operation, all project activities shall
occur within the property boundary. Equipment storage, fueling and
staging areas shall be located outside any sensitive habitats and in
areas with no risk of direct drainage into riparian areas and other
sensitive habitats. All fuel storage tanks shall have secondary
containment to retain fuel spills. The project site-specific SWPPP shall
have BMPs designed to prevent the release of cement or other toxic
substances into surface waters or bare soil, as required by the RWQCB.
All potentially hazardous materials shall be stored appropriately on
site away from sensitive habitats or Waters of the United States.
Concrete washouts and active/inactive materials stockpiles shall have
secondary containment BMPs to prevent the accidental release of
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hazardous substances to bare soil. The SWPPP is required to have a
Spill Prevention Control and Countermeasure (SPCC) to describe
necessary actions that should occur in the event of a spill or release of
potentially hazardous substances. Spills or releases of toxic substances
greater than five gallons shall be reported to the RWQCB, DTSC, Local
Municipalities, and/or federal agencies, as appropriate.
9. Erodible fill material shall not be deposited into water courses. Brush,
loose soils, or other similar debris material shall not be stockpiled within
the stream channel or on its banks.
Materials stockpiles shall be located away from sensitive areas.
Inactive materials stockpiles shall be covered and bermed to prevent
windborne dust or accidental release. The SWPPP shall describe BMPs
to prevent fugitive dust from migrating to neighboring parcels or the
Temescal Wash.
10. The qualified project biologist shall monitor construction activities for
the duration of the project to ensure that practicable measures are
being employed to avoid incidental disturbance of habitat and species
of concern outside the project footprint.
Prior to the issuance of a grading permit, the Property
Owner/Developer shall retain a qualified wildlife biologist to monitor
ground disturbance activities to ensure that all measures to protect
species on and off site are being implemented during construction
activities, including burrowing owl surveys (Mitigation Measure BIO-1),
and nesting bird surveys (Mitigation Measure BIO-2). Additional
protective measures recommended by the qualified wildlife biologist
shall be implemented as necessary by the Property Owner/Developer
to avoid incidental disturbance of habitat and species of concern
outside the project footprint.
11. The removal of native vegetation shall be avoided and minimized to the
maximum extent practicable. Temporary impacts shall be returned to
pre-existing contours and revegetated with appropriate native species.
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No clearing and grubbing of native vegetation would be anticipated
during the project activities as the project site is almost entirely devoid
of vegetation.
12. Exotic species that prey upon or displace target species of concern
should be permanently removed from the site to the extent feasible.
No exotic species were encountered during the project Habitat
Assessment and none would be utilized in any revegetation efforts.
The final landscaping design may incorporate native plant species;
however, regular landscape maintenance shall prevent exotic, or
noxious plant species from taking root on the Project Site.
13. To avoid attracting predators of the species of concern, the project site
shall be kept as clean of debris as possible. All food related trash items
shall be enclosed in sealed containers and regularly removed from the
site(s).
The SWPPP shall contain BMPs for trash storage and removal,
including containment of sanitation facilities (e.g. portable toilets), and
covering waste disposal containers at the end of every business day
and before rain events. Trash cans shall have a fastenable lid to
prevent animals from accessing or spreading trash onsite. The Project
QSD should consult the MSHCP Appendix C Standard Best
Management Practices, RWQCB recommendations, and any applicable
environmental permit measures and conditions when developing the
project SWPPP.
14. Construction employees shall strictly limit their activities, vehicles,
equipment, and construction materials to the proposed project
footprint and designated staging areas and routes of travel. The
construction area(s) shall be the minimal area necessary to complete
the project and shall be specified in the construction plans. Construction
limits will be fenced with orange snow screen. Exclusion fencing should
be maintained until the completion of all construction activities.
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Employees shall be instructed that their activities are restricted to the
construction areas.
In accordance with the WEAP, all project activities would occur within
the clearly delineated property boundaries. Construction activities
shall be confined to the project footprint, and approved routes of
travel shall be established, including ingress/egress points. Exclusion
fencing shall be utilized throughout the project duration.
15. The Permittee shall have the right to access and inspect any sites of
approved projects including any restoration/enhancement area for
compliance with project approval conditions, including these BMPs.
The Contractor shall allow the Permittee access to the construction site. All
visitors shall check in with the Project Engineer (or Site Supervisor) prior to
accessing the construction site and will be escorted within project boundaries
during normal business hours when construction activities are occurring.
Cultural Resources and Tribal Cultural Resources
CULT-1 Unanticipated Resources. The developer/permit holder or any
successor in interest shall comply with the following for the life of this permit.
If during ground disturbance activities, unanticipated cultural resources are
discovered, the following procedures shall be followed:
1. All ground disturbance activities within 100 feet of the discovered
cultural resource shall be halted until a meeting is convened between
the developer, the Project Archaeologist, the Native American tribal
representative(s) from consulting tribes (or other appropriate
ethnic/cultural group representative), and the Community
Development Director or their designee to discuss the significance of
the find.
2. The developer shall call the Community Development Director or their
designee immediately upon discovery of the cultural resource to
convene the meeting.
3. At the meeting with the aforementioned parties, the significance of the
discoveries shall be discussed and a decision is to be made, with the
Project Proponent/
Construction
Contractor/
Architectural
Historian
Final Design
Phase/Prior to
Construction
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concurrence of the Community Development Director or their
designee, as to the appropriate mitigation (documentation, recovery,
avoidance, etc.) for the cultural resource.
4. Further ground disturbance shall not resume within the area of the
discovery until a meeting has been convened with the aforementioned
parties and a decision is made, with the concurrence of the Community
Development Director or their designee, as to the appropriate
mitigation measures.
CULT-2 Archaeologist/CRMP. Prior to issuance of grading permits, the
applicant/ developer shall provide evidence to the Community Development
Department that a Secretary of Interior Standards qualified and certified
Registered Professional Archaeologist (RPA) has been contracted to implement
a Cultural Resource Monitoring Program (CRMP) that addresses the details of
all activities that must be completed and procedures that must be followed
regarding cultural resources associated with this project. The CRMP document
shall be provided to the Community Development Director or their designee
for review and approval prior to issuance of the grading permit. The CRMP
provides procedures to be followed and are to ensure that impacts on cultural
resources will not occur without procedures that would reduce the impacts to
less than significant. These measures shall include, but shall not be limited to,
the following:
Archaeological Monitor - An adequate number of qualified monitors shall be
present to ensure that all earth-moving activities are observed and shall be on-
site during all grading activities for areas to be monitored including off-site
improvements. Inspections will vary based on the rate of excavation, the
materials excavated, and the presence and abundance of artifacts and
features. The frequency and location of inspections will be determined by the
Project Archaeologist, in consultation with the Tribal monitor.
Project Proponent/
Construction
Contractor/
Architectural
Historian
Final Design
Phase/Prior to
Construction
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Cultural Sensitivity Training - The Project Archaeologist and a representative
designated by the consulting Tribe(s) shall attend the pre-grading meeting
with the contractors to provide Cultural Sensitivity Training for all Construction
Personnel. Training will include a brief review of the cultural sensitivity of the
Project and the surrounding area; what resources could potentially be
identified during earthmoving activities; the requirements of the monitoring
program; the protocols that apply in the event unanticipated cultural
resources are identified, including who to contact and appropriate avoidance
measures until the find(s) can be properly evaluated; and any other
appropriate protocols. This is a mandatory training and all construction
personnel must attend prior to beginning work on the project site. A sign-in
sheet for attendees of this training shall be included in the Phase IV
Monitoring Report.
Unanticipated Resources - In the event that previously unidentified potentially
significant cultural resources are discovered, the Archaeological and/or Tribal
Monitor(s) shall have the authority to divert or temporarily halt ground
disturbance operations in the area of discovery to allow evaluation of
potentially significant cultural resources. The Project Archaeologist, in
consultation with the Tribal monitor(s) shall determine the significance of the
discovered resources. The Community Development Director or their designee
must concur with the evaluation before construction activities will be allowed
to resume in the affected area. Before construction activities are allowed to
resume in the affected area, the artifacts shall be recovered and features
recorded using professional archaeological methods.
Phase IV Report - A final archaeological report shall be prepared by the Project
archaeologist and submitted to the Community Development Director or their
designee prior to grading final. The report shall follow County of Riverside
requirements and shall include at a minimum: a discussion of the monitoring
methods and techniques used; the results of the monitoring program including
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any artifacts recovered; an inventory of any resources recovered; updated DPR
forms for all sites affected by the development; final disposition of the resources
including GPS data; artifact catalog and any additional recommendations. A final
copy shall be submitted to the City, Project Applicant, the Eastern Information
Center (EIC), and the Tribe.
CULT-3 Cultural Resources Disposition. In the event that Native American
cultural resources are discovered during the course of grading (inadvertent
discoveries), the following procedures shall be carried out for final disposition
of the discoveries:
One or more of the following treatments, in order of preference, shall be
employed with the tribes. Evidence of such shall be provided to the
Community Development Department:
1. Preservation-In-Place of the cultural resources, if feasible. Preservation
in place means avoiding the resources, leaving them in the place where
they were found with no development affecting the integrity of the
resources.
2. Relocation of the resources on the Project property. The measures for
relocation shall include, at least, the following: Measures and provisions
to protect the future reburial area from any future impacts by means of
a deed restriction or other form of protection (e.g., conservation
easement) in order to demonstrate avoidance in perpetuity.
Relocation shall not occur until all legally required cataloging and basic
recordation have been completed, with an exception that sacred
items, burial goods and Native American human remains are excluded.
Any reburial process shall be culturally appropriate. Listing of contents
and location of the reburial shall be included in the confidential Phase
IV report. The Phase IV Report shall be filed with the City under a
confidential cover and not subject to Public Records Request.
3. If relocation is not agreed upon by the Consulting Tribes then the
resources shall be curated at a culturally appropriate manner at a
Project Proponent/
Archaeological
Monitor/ Native
American Monitor
Prior to issuance of a
Grading Permit (before
any grading, grubbing,
trenching, excavations,
and other earth-
moving activities).
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Riverside County curation facility that meets State Resources
Department Office of Historic Preservation Guidelines for the Curation
of Archaeological Resources ensuring access and use pursuant to the
Guidelines. The collection and associated records shall be transferred,
including title, and are to be accompanied by payment of the fees
necessary for permanent curation. Evidence of curation in the form of
a letter from the curation facility stating that subject archaeological
materials have been received and that all fees have been paid, shall be
provided by the landowner to the City. There shall be no destructive or
invasive testing on sacred items, burial goods and Native American
human remains. Results concerning finds of any inadvertent
discoveries shall be included in the Phase IV monitoring report.
CULT-4 Tribal Monitoring. Prior to the issuance of a grading permit, the
applicant shall contact the consulting Native American Tribe(s) that have
requested monitoring through consultation with the City during the AB 52
and/or the SB 18 process (“Monitoring Tribes”). The applicant shall coordinate
with the Tribe(s) to develop individual Tribal Monitoring Agreement(s). A copy
of the signed agreement(s) shall be provided to the City of Lake Elsinore
Community Development Department, Planning Division prior to the issuance
of a grading permit. The Agreement shall address the treatment of any known
tribal cultural resources (TCRs) including the project’s approved mitigation
measures and conditions of approval; the designation, responsibilities, and
participation of professional Tribal Monitors during grading, excavation and
ground disturbing activities; project grading and development scheduling; terms
of compensation for the monitors; and treatment and final disposition of any
cultural resources, sacred sites, and human remains/burial goods discovered on
the site per the Tribe(s) customs and traditions and the City’s mitigation
measures/conditions of approval. The Tribal Monitor will have the authority to
stop and redirect grading in the immediate area of a find in order to evaluate
Project Proponent/
Construction
Contractor/
Archaeological
Monitor / Native
American Monitor
Prior to the issuance of
a Building Permit for
any earth-moving
operations.
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the find and determine the appropriate next steps, in consultation with the
Project archaeologist.
CULT-5 Phase IV Report. Upon completion of the implementation phase, a
Phase IV Cultural Resources Monitoring Report shall be submitted that complies
with the Riverside County Planning Department's requirements for such reports
for all ground disturbing activities associated with this grading permit. The
report shall follow the County of Riverside Planning Department Cultural
Resources (Archaeological) Investigations Standard Scopes of Work posted on
the County website. The report shall include results of any feature relocation or
residue analysis required as well as evidence of the required cultural sensitivity
training for the construction staff held during the required pre-grade meeting.
Project Proponent/
Construction
Contractor/
Archaeological
Monitor/ Native
American Monitor
During Construction
(during earth-moving
operations)
CULT-6 Discovery of Human Remains. In the event that human remains (or
remains that may be human) are discovered at the project site during grading
or earthmoving, the construction contractors, project archaeologist and/or
designated Native American Monitor shall immediately stop all activities
within 100 feet of the find. The project applicant shall then inform the
Riverside County Coroner and the City of Lake Elsinore Community
Development Department immediately, and the coroner shall be permitted to
examine the remains as required by California Health and Safety Code Section
7050.5(b). Section 7050.5 requires that excavation be stopped in the vicinity of
discovered human remains and that no further disturbance shall occur until
the Riverside County Coroner has made the necessary findings as to origin. If
human remains are determined to be Native American, the applicant shall
comply with the state law relating to the disposition of Native American
burials that fall within the jurisdiction of the NAHC (PRC Section 5097). The
coroner shall contact the NAHC within 24 hours and the NAHC will make the
determination of most likely descendant. The most likely descendant shall
then make recommendations and engage in consultation concerning the
treatment of the remains as provided in Public Resource Code Section
5097.98. In the event that the applicant and the MLD are in disagreement
Project Proponent/
Construction
Contractor/
Archaeological
Monitor/ Native
American Monitor
During Construction
(during earth-moving
operations)
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regarding the disposition of the remains. State law will apply and the
mediation process will occur with the NAHC, if requested (see PRC Section
5097.98(e) and 5097.94(k)).
According to the California Health and Safety Code, six or more human burial at
one location constitutes a cemetery (Section 81 00), and disturbance of Native
American cemeteries is a felony (Section 7052).
CULT-7 Non-Disclosure of Reburial Location. It is understood by all parties
that unless otherwise required by law, the site of any reburial of Native
American human remains or associated grave goods shall not be disclosed and
shall not be governed by public disclosure requirements of the California
Public Records Act. The Coroner, pursuant to the specific exemption set forth
in California Government Code 6254 (r), parties, and Lead Agencies, will be
asked to withhold public disclosure information related to such reburial,
pursuant to the specific exemption set forth in California Government Code
6254 (r).
Project Proponent/
Construction
Contractor/
Archaeological
Monitor/ Native
American Monitor
Final Design
Phase/Prior to
Construction
Geology and Soils
GEO-1 Monitoring of mass grading and excavation activities in areas identified
as likely to contain paleontological resources by a qualified paleontologist or
paleontological monitor. Full-time monitoring of grading or excavation activities
should be performed starting at a depth of 10 feet, or when Pleistocene-aged
sediments are encountered during excavation activities, whichever is
shallowest, in undisturbed areas of Quaternary (early to late Pleistocene)
sedimentary deposits within the project boundaries. Paleontological monitors
will be equipped to salvage fossils as they are unearthed to avoid construction
delays and to remove samples of sediments that are likely to contain the
remains of small fossil invertebrates and vertebrates. The monitor must be
empowered to temporarily halt or divert equipment to allow for the removal of
abundant or large specimens in a timely manner. Monitoring may be reduced if
the potentially fossiliferous units are not present in the subsurface or, if present,
are determined by qualified paleontological personnel upon exposure and
examination to have a low potential to contain or yield fossil resources.
Project Proponent/
Construction
Contractor
Final Design and
Construction
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Noise
NOI 1 The following practices shall be implemented by the project applicant
during construction activities:
If R1 and R5 represents occupied residential use at the time of Project
construction, install a minimum 12-foot high temporary construction
noise barrier as shown on Exhibit ES-B, for the duration of Project
construction. The noise control barriers must have a solid face from top
to bottom. The noise control barrier must meet the minimum height and
be constructed as follows:
o The temporary noise barrier shall provide a minimum transmission
loss of 20 dBA (Federal Highway Administration, Noise Barrier
Design Handbook). The noise barrier shall be constructed using an
acoustical blanket (e.g. vinyl acoustic curtains or quilted blankets)
attached to the construction site perimeter fence or equivalent
temporary fence posts. Example photos are provided in Appendix
10.2.;
o The noise barrier must be maintained, and any damage promptly
repaired. Gaps, holes, or weaknesses in the barrier or openings
between the barrier and the ground shall be promptly repaired;
o The noise control barrier and associated elements shall be
completely removed, and the site appropriately restored upon the
conclusion of the construction activity.
Prior to approval of grading plans and/or issuance of building permits,
plans shall include a note indicating that noise-generating Project
construction activities shall only occur between the hours of 7:00 a.m. to
7:00 p.m. daily, 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 by public
service utilities or by variance issued by the City is prohibited. (LEMC,
Section 17.176.080 (F).
Project Proponent/
Construction
Contractor
During Construction
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During all Project site construction, the construction contractors shall
equip all construction equipment, fixed or mobile, with properly
operating and maintained mufflers, consistent with manufacturers’
standards. The construction contractor shall place all stationary
construction equipment so that emitted noise is directed away from the
noise sensitive receptors nearest the Project site.
The construction contractor shall locate equipment staging in areas that
will create the greatest distance between construction-related noise
sources and noise-sensitive receivers nearest the Project site during all
Project construction activities (i.e., to the center).
The construction contractor shall limit haul truck deliveries to the same
hours specified for construction equipment (between the hours of 7:00
a.m. to 7:00 p.m. daily, with no activity allowed on Sundays or holidays).
The contractor shall design delivery routes to minimize the exposure of
sensitive land uses or residential dwellings to delivery truck-related noise.
The contractor shall design delivery routes to minimize the exposure of
sensitive land uses or residential dwellings to delivery truck-related noise.
NOI-2 To satisfy the applicable local noise standards the project shall
implement the following operational noise mitigation measures:
No car wash activities shall be permitted during the nighttime hours of
10:00 p.m. to 7:00 a.m.
Reduce the car wash air blower and dryer equipment noise by locating
the equipment inside the tunnel and/or utilize sound rated air blower
and dryer equipment measuring no more than 71 dBA L50 at 10 feet.
Incorporate parapet walls where appropriate
Incorporate on-site noise barriers, landscaping, or similar physical
features that would act to generally attenuate noise emanating from
the Project related noise sources.
If an outdoor speaker system is being used in conjunction with a Project, the
outdoor speaker system shall be oriented away from sensitive receivers and
the volume set at a level not readily audible past the property line.
Project Proponent/
Construction
Contractor
During Construction
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