HomeMy WebLinkAboutWSA - Baker Street - Ltr to City (2)
951-674 -3146 | 31315 Chaney Street, Lake Elsinore, CA 92530 | www.evmwd.com
BOARD OF DIRECTORS Darcy M. Burke, Treasurer
Chance Edmondson, President Matthew Dobler, Director
Harvey R. Ryan, Vice President
GENERAL MANAGER
LEGAL COUNSEL
DISTRICT SECRETARY
Andy Morris, Director
Greg Thomas
Best, Best & Krieger
Christy Gonzalez
April 28, 2025
City of Lake Elsinore
Attn: Nancy Huynh, Principal Planner
130 S Main Street
Lake Elsinore, CA 92530
Re: Water Supply Assessment for Baker Street Industrial Project
To Whom it may concern,
On January 08, 2025, Elsinore Valley Municipal Water District (District)
received a request from the City of Lake Elsinore (City) for a Water Supply
Assessment (WSA) for the Baker Street Industrial project. EVMWD requested
and provide to the City cost proposal to prepare the WSA. District requested an
extension of 30 days to complete the WSA and the deadline for District to
complete and submit the WSA is May 8, 202 5.
The Project would consist of two new industrial warehouse buildings totaling
1,000,451 square feet on approximately 66 acres of land designated for limited
industrial use. The Project is located at the southeast intersection of Baker Street
and Pierce Street, south of Nichols Road, in the City of Lake Elsinore.
The 2020 Urban Water Management Plan (UWMP) and WSA concludes that
existing and planned supplies are sufficient to serve existing and projected
demand of Baker Street Industrial project during normal, wet, and dry years.
This assessment addresses only the water supply, and future water service is
subject to rates and regulations in effect at the time.
If you have any questions, please contact me at (951) 674 3146; Ext:8 349 or via
email at mcardenas@evmwd.net
Sincerely,
Mayra Cardenas,
Principal Engineer
Attachment: Water Supply Assessment
Baker Street Water
Supply Assessment
April 2025 / FINAL
Baker Street Water
Supply Assessment
April 2025 / FINAL
Digitally signed by Matthew M. Huang
Contact Info: Carollo Engineers, Inc.
Date: 2025.04.10 15:55:15-07'00'
BAKER STREET WATER SUPPLY ASSESSMENT APRIL 2025 / FINAL / CAROLLO
ELSINORE VALLEY MUNICIPAL WATER DISTRICT BAKER STREET WATER SUPPLY ASSESSMENT i pw://Carollo/CA/EVMWD/203962-000000/03 Reports and Studies/02 Deliverables/Baker WSA/Baker St. Water Supply Assessment.docx
Contents
EXECUTIVE SUMMARY 1
ES.1 Purpose 1
ES.2 EVMWD Service Area 1
ES.3 Project Description 1
ES.4 Demands 1
ES.5 Supplies 2
ES.6 Supply and Demand Comparison 3
SECTION 1 INTRODUCTION AND PURPOSE 1
1.1 Overview of the Law and Purpose 1
1.2 EVMWD Service Area 3
1.2.1 Service Area Population 5
1.2.2 Land Uses within Service Area 5
1.3 Baker Street Proposed Project Description 6
SECTION 2 WATER DEMANDS 8
2.1 Existing Water Demands 8
2.2 Future Water Demands 8
2.3 Baker Street Proposed Project Demands 9
2.4 Summary of Future Demands 10
SECTION 3 WATER SUPPLIES 11
3.1 Existing Water Supplies 11
3.1.1 Purchased or Imported Water 12
3.1.2 Groundwater 13
3.1.3 Surface Water 21
3.1.4 Wastewater and Recycled Water 22
3.1.5 Water Exchanges and Transfers 24
3.2 Future Water Supplies 25
3.3 Summary of Water Supplies 27
SECTION 4 WATER SUPPLY AND DEMAND ANALYSIS 28
4.1 Water Service Reliability Assessment 28
4.1.1 Water Service Reliability – Normal Year 28
4.1.2 Water Service Reliability - Single Dry Year 29
4.1.3 Water Service Reliability – Five Consecutive Dry Years 29
4.2 Determination of Water Supply Sufficiency 31
SECTION 5 REFERENCES 32
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Appendices
APPENDIX A BAKER STREET PROJECT PLANNING APPLICATION NO. 2020-103 PROJECT
INFORMATION
APPENDIX B EVMWD PLANNED DEVELOPMENTS
APPENDIX C EVMWD GSAS' AUTHORIZATIONS
Tables
Table ES.1 Project Area Demands 2
Table ES.2 Projected Water Supplies, AFY (2020 UWMP Table 6-14) 2
Table 1 Current and Projected Population (2020 UWMP Table 3-2) 5
Table 2 EVMWD Service Area Compositions per Jurisdiction (2020 UWMP Table 3-5) 5
Table 3 Land Uses Within the EVMWD Service Area (2020 UWMP Table 3-4) 5
Table 4 Baker Street Proposed Project Land Use Plan Summary 6
Table 5 Historical and Current Potable Water Use by Customer Class, AFY (2020
UWMP Table 4-1) 8
Table 6 Total Gross Water Use, AFY (2020 UWMP Table 4-7) 9
Table 7 Projected Demands for Potable Water, AFY (2020 UWMP Table 4-6) 9
Table 8 Projected Recycled Water Demands, AFY (2020 UWMP Table 6-9) 9
Table 9 Project Area Demand Projections 10
Table 10 2016-2020 Purchased Water, AFY (2020 UWMP Table 6-1) 13
Table 11 Estimated Sustainable Yield (Elsinore Valley Subbasin GSP Table 5.5) 17
Table 12 Estimated Sustainable Yield (Bedford-Coldwater Subbasin GSP Table 5-5) 18
Table 13 Active EVMWD Groundwater Wells (2020 UWMP Table 6-2) 18
Table 14 Adjudicated Groundwater Rights (2020 UWMP Table 6-3) 21
Table 15 Groundwater Volume Pumped, AFY (2020 UWMP Table 6-4) 21
Table 16 2016-2020 Surface Water Production (2020 UWMP Table 6-5) 22
Table 17 Expected Future Water Supply Projects or Programs (2020 UWMP Table 6-12) 25
Table 18 Projected Water Supplies, AFY (2020 UWMP Table 6-14) 26
Table 19 Normal Year Supply and Demand Comparison (Potable and Non-Potable),
AFY (2020 UWMP Table 7-4) 28
Table 20 Normal Year (Potable System Only) Water Supply and Demand Comparison,
AFY (2020 UWMP Table 7-5) 29
Table 21 Single Dry Year Supply and Demand Comparison (Potable and Non-Potable),
AFY (2020 UWMP Table 7-6) 29
Table 22 Single Dry Year Supply (Potable System Only) and Demand Comparison, AFY
(2020 UWMP Table 7-7) 29
Table 23 Multiple Dry Years Supply and Demand Comparison (Potable and Non-
Potable), AFY (2020 UWMP Table 7-8) 30
Table 24 Multiple Dry Years (Potable System Only) Supply and Demand Comparison,
AFY (2020 UWMP Table 7-9) 30
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Figures
Figure 1 EVMWD Service Area 4
Figure 2 Baker Street Project Location 7
Figure 3 EVMWD Historical Water Production, AFY (from 2020 Urban Water
Management Plan) 12
Figure 4 Revised Boundary Modifications for Elsinore Groundwater Basin 14
Figure 5 Elsinore Valley Subbasin GSP Area 15
Figure 6 Bedford-Coldwater Subbasin GSP Area 16
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Abbreviations
AF Acre Feet
AFY Acre Feet per Year
AVP Auld Valley Pipeline
BCGSA Bedford-Coldwater Groundwater Sustainability Authority
Carollo Carollo Engineers, Inc.
CEQA California Environmental Quality Act
cfs cubic feet per second
CLGC Canyon Lake Golf Course
CLWTP Canyon Lake Water Treatment Plant
County County of Riverside
CUP conjunctive use program
CWC California Water Code
DWR California Department of Water Resources
EMWD Eastern Municipal Water District
EVGSA Elsinore Valley Subbasin Groundwater Sustainability Agency
EVMWD Elsinore Valley Municipal Water District
GAC granulated activated carbon
gpcd gallons per capita per day
gpd gallons per day
gpm gallons per minute
GSA Groundwater Sustainability Agency
GSP Groundwater Sustainability Plan
gw groundwater
GWMP Groundwater Management Plan
IPR Indirect Potable Reuse
IRP Integrated Resources Plan
IX Ion Exchange
Metropolitan Metropolitan Water District of Southern California
mgd million gallons per day
MWH Montgomery Watson Harza, Inc.
NPDES National Pollutant Discharge Elimination System
PFAS Per- and Polyfluoroalkyl Substances
POA Property Owners Association
PPC persons per connections
Project Baker Street Project Planning Application No. 2020-103
RCWD Rancho California Water District
SARRCUP Santa Ana River Regional Conjunctive Use Project
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SB Senate Bill
SBBA San Bernardino Basin Area
SCADA supervisory control and data acquisition
SCAG Southern California Association of Governments
SGMA Sustainable Groundwater Management Act
SRRRA Santa Rosa Regional Resources Authority
SWP State Water Project
TDS total dissolved solids
TDSA Temescal Division Service Area
TVP Temescal Valley Pipeline
TVRWP Temecula Valley Recycled Water Pipeline
TVWD Temescal Valley Water District
TWC Temescal Water Company
UWMP Urban Water Management Plan
WDR Waste Discharge Requirement
Western Western Municipal Water District
WRF Water Reclamation Facility
WSA Water Supply Assessment
WTP Water Treatment Plant
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ELSINORE VALLEY MUNICIPAL WATER DISTRICT BAKER STREET WATER SUPPLY ASSESSMENT ES-1
EXECUTIVE SUMMARY
This Water Supply Assessment (WSA) was prepared on behalf of the Elsinore Valley Municipal Water
District (EVMWD) by Carollo Engineers, Inc. (Carollo) in accordance with the California Water Code (CWC)
Section 10910-10912 for the Baker Street Project Planning Application No. 2020-103 referred herein as
the Project.
ES.1 Purpose
The Project is a proposed industrial warehouse building planned to occupy approximately 66 acres of land
and is therefore subject to Senate Bill (SB) 610 (the requirements of SB 610 are detailed in Section 1.1). A
WSA is required and must address whether the projected water supply under normal, single dry, and
multiple dry water years over a 20-year projection is adequate to meet the demand projected for the
Project plus existing and planned future uses.
ES.2 EVMWD Service Area
EVMWD provides water services to two divisions: the Elsinore Division and the Temescal Division Service
Area (TDSA), which includes the cities of Lake Elsinore and Canyon Lake, portions of Wildomar and
Murrieta, and unincorporated Riverside County and Orange County land. EVMWD currently provides
service to approximately 164,000 people and expects to serve nearly 240,000 people by 2045. The Project
is located within the Elsinore Division.
ES.3 Project Description
The Project would consist of two new industrial warehouse buildings totaling 1,000,451 square feet on
approximately 66 acres of land designated for limited industrial use. The Project is located at the
southeast intersection of Baker Street and Pierce Street, south of Nichols Road, in the City of Lake
Elsinore.
ES.4 Demands
Over the past five years, EVMWD used an average of 23,200 acre feet per year (AFY) of potable water. As
part of its Urban Water Management Plan (UWMP), EVMWD analyzed several scenarios for potential
future demands. Demands were developed using an annual growth rate of 1.5 percent, consistent with
historical growth, and a population growth rate based on projections by the Southern California
Association of Governments (SCAG). Both scenarios included an analysis based on gallons per capita per
day (gpcd), and a 10 percent buffer was added to account for uncertainties. Ultimately, EVMWD elected to
use a demand projection based on a 1.5 percent growth rate. The demand projections established in the
2020 UWMP include anticipated demand for planned developments.
EVMWD included this Project as a planned development as Reference No. 364 in the 2020 UWMP. The
anticipated demands for the Project are estimated to be 52 AFY, as shown in Table ES.1.
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Table ES.1 Project Area Demands
Land Use Designation Acres
2024 Water System Master
Plan Expected Average
Day Demand (gpd)
Annual Average
Demand (AFY) Water Duty Factor (gpd/acre)
Limited Industrial 65.8 700 46,060 52
Development Total 65.8 46,060 52
Notes:
gpd - gallons per day
ES.5 Supplies
EVMWD utilizes three primary sources of potable water to meet demands, which include:
Local groundwater pumped from EVMWD-owned wells throughout the Elsinore groundwater basin.
Surface water from Canyon Lake Reservoir treated at the Canyon Lake Water Treatment Plant
(CLWTP).
Imported water purchased from the Metropolitan Water District of Southern California (Metropolitan)
through Western Municipal Water District (Western).
EVMWD also produces recycled water for landscape and golf course irrigation. EVMWD plans to use these
supplies to meet current and future demands under normal, single dry, and five consecutive dry years.
EVMWD plans to utilize existing local sources prior to imported water. In addition, EVMWD has identified
several projects to increase reliability in all years. Future projects include well replacement, construction of
new wells, treatment upgrades at CLWTP, and indirect potable reuse (IPR).
EVMWD's anticipated future supplies are shown in Table ES.2.
Table ES.2 Projected Water Supplies, AFY (2020 UWMP Table 6-14)
Supply Type Water Supply 2025 2030 2035 2040 2045
Imported Water Treated Imported Water
Western/Metropolitan(1)
26,286 26,286 26,286 26,286 26,286
Imported Water Raw Imported Water
Western/Metropolitan(1,2)
0 3,700 3,700 3,700 3,700
Groundwater Elsinore Valley Subbasin 5,500 5,500 5,500 5,500 5,500
Groundwater Coldwater Subbasin 1,200 1,200 1,200 1,200 1,200
Groundwater Bedford Subbasin 1,300 1,300 1,300 1,300 1,300
Groundwater Lee Lake Subbasin 875 875 875 875 875
Groundwater Palomar Well Replacement 450 450 450 450 450
Groundwater Temecula-Pauba Subbasin 0 0 750 750 750
Surface Water Raw Water from Canyon
Lake/CLWTP(3)
2,500 2,500 2,500 2,500 2,500
Other IPR at Regional WRF(4) 0 0 0 940 1,970
Recycled Water Regional WRF to Temescal Wash
and Lake Elsinore Replenishment(4)
7,270 8,027 8,863 8,960 8,960
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Supply Type Water Supply 2025 2030 2035 2040 2045
Recycled Water Metered Customers(5) 1,459 1,459 1,459 1,459 1,459
Recycled Water Canyon Lake and Summerly Golf
Course(5)
378 378 378 378 378
Total 47,219 51,675 53,261 54,298 55,328
Notes:
WRF - water reclamation facility
(1) Imported water will be used to fill the gaps and will be based on the availability of local supplies. EVMWD can purchase
more water at an additional charge.
(2) Starting in 2026, EVMWD plans to start purchasing about 3,700 AFY of raw imported water from Western/Metropolitan for
treatment at the CLWTP.
(3) In settlement of litigation, EVMWD agreed not to treat more than 8,000 AFY of San Jacinto River flows in any water year at
EVMWD's CLWTP. This 8,000 AFY limit applies only to San Jacinto River runoff and excludes any imported water
conveyed in the river channel.
(4) In accordance with its National Pollutant Discharge Elimination System (NPDES) permit, EVMWD is permitted to
discharging 0.5 million gallons per day (mgd) to Temescal Wash and 7.5 mgd to Lake Elsinore. EVMWD is planning to use
excess wastewater collected at the Regional WRF to implement an IPR project. It is anticipated that this water will be
available between 2035 and 2040.
(5) Includes recycled water produced by the three EVMWD WRFs and recycled water from Santa Rosa Regional Resources
Authority (SRRRA) and Eastern.
ES.6 Supply and Demand Comparison
EVMWD has a surplus of water to meet its projected demands, which include the anticipated demands of
52 AFY for the Project. Therefore, EVMWD's supplies are adequate to provide the Project demands.
EVMWD has a diverse supply portfolio that provides operational flexibility and reliability. In 2020, EVMWD
relied on local groundwater to meet about 36 percent of the potable demands, promoted the use of
recycled water to offset potable water needs, and imported water to meet any remaining demands.
EVMWD intends to continue promoting conservation, evaluating supplemental supplies, and participating
in projects, when feasible, to ensure EVMWD's water supply sources are protected and sustainable
throughout the future. To mitigate and adapt to unpredictable conditions, EVMWD will continue to
diversify its local water supply portfolio.
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ELSINORE VALLEY MUNICIPAL WATER DISTRICT BAKER STREET WATER SUPPLY ASSESSMENT 1
SECTION 1 INTRODUCTION AND PURPOSE
This WSA was prepared on behalf of the EVMWD by Carollo in accordance with the CWC Section
10910-10912 for the Baker Street Project Planning Application No. 2020-103, referred herein as the
Project. This Section provides an overview of EVMWD and the Project.
In 2001, the California Legislature enacted SB 610 (Chapter 643, Statutes of 2001) and SB 221
(Chapter 642, Statutes of 2001), which amended the CWC to improve the linkage between water supply
planning and new development. As required by SB 610, EVMWD is responsible for determining if its total
projected water supplies will meet the projected water demand for the Project, in addition to EVMWD's
existing and planned future uses.
The Project site has the existing land use designation of limited industrial under the General Plan and is
currently vacant and undeveloped. The Project proposes the construction of two new industrial warehouse
buildings totaling 1,000,451 square feet, along with auto and trailer parking areas. The Project area spans
approximately 66 acres and is located within the County of Riverside (County).
The County is the Lead Agency for the Project under the California Environmental Quality Act (CEQA) and
has determined that the Project is subject to review under CEQA (Public Resources Code, Section 21000
et. seq.), and the state CEQA Guidelines (California Code of Regulations, Section 15000 et. seq.). EVMWD
must provide the assessment results to the County for inclusion in the CEQA document for the Project.
This section provides an overview of the law and purpose, EVMWD's service area, and the Project
description.
1.1 Overview of the Law and Purpose
Effective January 1, 2001, the California Legislature enacted SB 610 (CWC Section 10910), which requires
water suppliers to prepare a WSA for certain new developments, and SB 221 (California Government Code
Section 66473.7), which mandates that any agency approving a subdivision (as defined in the code) must
include written evidence that an adequate water supply is available as a condition for approval. SB 610
and SB 221 are companion measures intended to promote more collaborative planning between local
water suppliers and cities and counties. Both statutes require detailed information regarding water
availability to be provided to the city and county decision-makers before approving any specified large
development projects.
Under SB 610, a water supplier must prepare a WSA for any project meeting specific size criteria and
provide the results of the WSA to the Lead Agency for inclusion in the CEQA document. As defined in
CWC Section 10912, a "project" is a development that is subject to CEQA and meets one of the following
criteria:
1. A proposed residential development of more than 500 dwelling units.
2. A proposed shopping center or business establishment employing more than 1,000 persons or having
more than 500,000 square feet of floor space.
3. A proposed commercial office building employing more than 1,000 persons or having more than
250,000 square feet of floor space.
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4. A proposed hotel or motel, or both, having more than 500 rooms.
5. A proposed industrial, manufacturing, or processing plant, or industrial park planned to house more
than 1,000 persons, occupying more than 40 acres of land, or having more than 650,000 square feet
of floor area.
6. A mixed-use project that includes one or more of the projects specified in this subdivision.
7. A project that would demand an amount of water equivalent to, or greater than, the amount of water
required by a 500 dwelling unit project.
Per the California Government Code Section 66473.7, a "subdivision" means a proposed residential
development of more than 500 dwelling units, except that for a public water system that has fewer than
5,000 service connections, "subdivision" means any proposed residential development that would account
for an increase of 10 percent or more in the number of the service connections. Based on this definition,
the Project is not subject to SB 221.
The Project is subject to SB 610 because it is an industrial park planned to occupy more than 40 acres of
land. A WSA must address whether the projected water supply under normal, single dry, and multiple dry
water years is adequate to meet the demand projected for the Project plus existing and planned future
uses. This WSA was prepared in accordance with SB 610 and includes the following:
Section 1 - Introduction and Purpose. This chapter provides an overview of the WSA requirements,
EVMWD service area, and the Project.
Section 2 - Water Demands. This section describes EVMWD's existing and projected water demands.
Section 3 - Water Supplies. This section summarizes EVMWD's existing and projected water supplies.
Section 4 - Water Supply and Demand Analysis. This section compares demands and supplies under
normal, single dry, and multiple dry water years to determine if supplies are adequate to meet the
demand projected for the Project plus existing and planned future uses.
The EVMWD's 2020 UWMP was reviewed as it serves as a foundational document for a WSA. In addition,
the following documents and information were reviewed to assess whether the projected supplies are
sufficient to meet the Project demand in addition to the existing and planned future demands:
2024 Water System Master Plan, prepared in April 2024.
2024 Sewer System Master Plan, prepared in May 2024.
Elsinore Valley Subbasin Groundwater Sustainability Plan (GSP), prepared in January 2022.
Bedford-Coldwater Subbasin GSP, prepared in November 2021.
EVMWD's planned developments tracking list.
Draft Integrated Resources Plan, prepared in January 2024.
Based on a review of the aforementioned documents and information, the projected supplies were
determined to be sufficient to meet the demands of planned developments, including the Project. Per
Appendix H of the 2020 UWMP, the total estimated demand for planned developments was determined
as approximately 12,800 AFY. This value was estimated using information about planned developments
throughout the service area at the time, including the Project. As described in Section 2, the anticipated
demand for the Project is 52 AFY. The demand projections in the UWMP account for the entire demand
expected for the Project.
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Since then, additional planned developments have been identified, with associated water demands
estimated at approximately 2,490 AFY. Despite this increase in demand, the projected supplies from the
2020 UWMP remain sufficient to meet the total demand.
1.2 EVMWD Service Area
EVMWD, a public nonprofit agency, was created on December 23, 1950, under the Municipal Water
District Act of 1911. As a special district, EVMWD's powers include the provision of public water service,
water supply development and planning, wastewater treatment and disposal, and recycling. Currently,
EVMWD has over 48,772 water, wastewater, and agricultural service connections.
EVMWD's service area has two divisions: the Elsinore Division and the TDSA. EVMWD's water service area
includes the cities of Lake Elsinore and Canyon Lake, portions of Wildomar and Murrieta, and
unincorporated Riverside County and Orange County land. A map of the service area is shown in Figure 1.
The Elsinore Division makes up most of the service area, with approximately 48,050 active domestic
connections, encompassing an area of 96 square miles. The TDSA is located northwest of the EVMWD
service area and is a self-sustained water division, hydraulically separate from EVMWD. It covers an area of
approximately 2.5 square miles and has approximately 722 connections. EVMWD currently obtains its
water from 13 operating groundwater wells, the CLWTP, and imported water from Metropolitan through
the Auld Valley Pipeline (AVP) and the Temescal Valley Pipeline (TVP).
EVMWD currently operates three WRFs: Regional WRF, Horsethief Canyon WRF, and Railroad Canyon
WRF. In addition, wastewater flow in the southern part of EVMWD's service area is treated at the Santa
Rosa WRF owned and operated by the SRRRA. These four reclamation facilities serve four major service
areas within EVMWD's wastewater collection system. Each service area consists of gravity collectors, trunk
lines, lift stations, and force mains, which convey flow to the treatment plants. Effluent from all of these
WRFs meets Title 22 disinfected tertiary standards and can be used for non-potable water supply to
EVMWD's recycled water system. EVMWD's wastewater system is described in more detail in the 2024
EVMWD Sewer System Master Plan (Carollo, 2024a).
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Data Sources: Riverside County GIS,
EVWMD, ESRI
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Figure 1 EVMWD Service Area
ELSINORE VALLEY MUNICIPAL WATER DISTRICTBAKER STREET WATER SUPPLY ASSESSMENT
Legend
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1.2.1 Service Area Population
Per the 2020 EVMWD UWMP, the District's 2020 population is approximately 163,984. Future service area
population was estimated using the Department of Water Resources (DWR) Population Tool Persons per
Connections (PPC) value and a 1.5 percent growth rate in the number of residential connections. Table 1
shows the current and projected populations for the EVMWD service area.
Table 1 Current and Projected Population (2020 UWMP Table 3-2)
Population Served(1) 2020 2025 2030 2035 2040 2045
EVMWD 163,984 176,657 190,310 205,018 220,863 237,932
Notes:
(1) Based on DWR's online Population Tool and adjusting the tool to use the 2010 PPC values. The projected populations are
based on 2010 census data and a connection annual growth rate of 1.5 percent.
1.2.2 Land Uses within Service Area
Per the 2020 EVMWD UWMP, EVMWD serves portions of several cities and unincorporated county lands.
The percentage of these cities and unincorporated areas that fall within the EVMWD service area is
provided in Table 2. The current land uses within the EVMWD service area, obtained from the SCAG, are
shown in Table 3 (Southern California Association of Governments, 2020).
Table 2 EVMWD Service Area Compositions per Jurisdiction (2020 UWMP Table 3-5)
Jurisdiction Percentage of Jurisdiction's Area Within EVMWD
Lake Elsinore 100%
Canyon Lake 88%
Wildomar 94%
Murrieta 16%
Unincorporated 7%
Table 3 Land Uses Within the EVMWD Service Area (2020 UWMP Table 3-4)
Land Use Acres Percentage of EVMWD Area
Single Family Residential 23,009 37%
Multi-Family Residential 497 0.8%
Mixed Residential 357 0.6%
Rural Residential 3,593 6%
Commercial and Services 1,601 3%
General Office 28 0%
Facilities 612 1%
Industrial 1,310 2%
Transportation, Communications, and Utilities 348 0.6%
Mixed Commercial and Industrial 276 0.4%
Mixed Residential and Commercial 709 1%
Open Space and Recreation 7,414 12%
BAKER STREET WATER SUPPLY ASSESSMENT APRIL 2025 / FINAL / CAROLLO
ELSINORE VALLEY MUNICIPAL WATER DISTRICT BAKER STREET WATER SUPPLY ASSESSMENT 6
Land Use Acres Percentage of EVMWD Area
Water 981 2%
Specific Plan 13,328 21%
Other 8,048 13%
Total 62,110 100%
1.3 Baker Street Proposed Project Description
The Baker Street Proposed Project area consists of approximately 66 acres as shown in Table 4. The
Project is planned to construct two new industrial warehouse buildings totaling 1,000,451 square feet with
no set construction date. The Project is located at the southeast intersection of Baker Street and Pierce
Street, south of Nichols Road, in the City of Lake Elsinore. Figure 2 depicts the Project location. Additional
maps are provided in Appendix A.
Table 4 Baker Street Proposed Project Land Use Plan Summary
Land Use Designation Acres
Limited Industrial 65.8
Project Total 65.8