HomeMy WebLinkAboutPH-1 - 26-197 - 1. Storm Drainage Impact Fee Nexus Study - 4/7/2026Storm Drainage Impact Fee Nexus Study
Storm Drain System Master Plan Update
Costa Mesa, California
FINAL REPORT
February 2026
Prepared for:
City of Costa Mesa
77 Fair Drive,
Costa Mesa, CA 92628
Prepared by: In Coordination with:
101 Progress, Suite 250 27042 Towne Centre Drive, Suite 110
Irvine, CA 92618 Foothill Ranch, CA 92610
925.827.4900
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Table of Contents
FINAL REPORT ........................................................................................................................................... i
City of Costa Mesa ............................................................................................................. i
Executive Summary and Introductory Sections....................................................................................... 4
Introduction ............................................................................................................................ 4
Nexus Requirement Summary ............................................................................................... 4
Assembly Bill 602 .................................................................................................................. 5
Nexus Study Summary .......................................................................................................... 7
Section 1 Methodology ....................................................................................................................... 12
Methodology ........................................................................................................................ 12
Program Administration ....................................................................................................... 13
Fund Balance ....................................................................................................................... 13
AB 602 and Fee Collection Alternatives ............................................................................. 14
Section 2 Land Use Assumptions ...................................................................................................... 16
Land Use Types ................................................................................................................... 16
Growth Forecasts ................................................................................................................. 16
Section 3 Santa Ana Watershed Storm Drainage Fee ..................................................................... 21
Background .......................................................................................................................... 21
Service Population ............................................................................................................... 22
Cost Summary and CIP ........................................................................................................ 22
Fee Methodology ................................................................................................................. 26
Fee Summary ....................................................................................................................... 29
Fee Applicability .................................................................................................................. 30
Capital Improvement Projects and Revenue Projections ..................................................... 31
Existing and Proposed Level of Service .............................................................................. 32
Nexus Requirement Summary ............................................................................................. 34
Section 4 Newport Bay Watershed Storm Drainage Fee ................................................................ 36
Background .......................................................................................................................... 36
Service Population ............................................................................................................... 37
Cost Summary and CIP ........................................................................................................ 37
Fee Methodology ................................................................................................................. 41
Fee Summary ....................................................................................................................... 44
Fee Applicability .................................................................................................................. 45
Capital Improvement Projects and Revenue Projections ..................................................... 46
Existing and Proposed Level of Service .............................................................................. 47
Nexus Requirement Summary ............................................................................................. 49
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Section 5 Implementation and Administration ................................................................................ 51
Implementation .................................................................................................................... 51
Fee Program Administrative Requirements ......................................................................... 51
Fee Adjustment Procedures ................................................................................................. 53
Timing of Payment .............................................................................................................. 53
Designated Residential Projects Deferred Fee Payments .................................................... 53
Credits and Reimbursement Policies ................................................................................... 54
Programming Revenues with the CIP .................................................................................. 54
Fee Reporting ....................................................................................................................... 55
Accessory Dwelling Units ................................................................................................... 55
Specialized Development Projects ....................................................................................... 55
Rebuild or Expansion Projects ............................................................................................. 56
Tables
Table ES-1: Costs Attributable to Fee Programs .......................................................................................... 8
Table ES-2: Summary of Maximum Allowable Santa Ana Watershed Storm Drainage Fees ..................... 9
Table ES-3: Summary of Maximum Allowable Newport Bay Watershed Storm Drainage Fees ................ 9
Table ES-4: Maximum Allowable Fees Comparison to Existing Fees ....................................................... 10
Table 1-1: City of Costa Mesa Impact Fee Fund Balance .......................................................................... 13
Table 2-1: Projected Future Land Use – Santa Ana Watershed .................................................................. 17
Table 2-2: Projected Future Land Use – Newport Bay Watershed ............................................................. 17
Table 3-1: Santa Ana Watershed Future Improvements Summary............................................................. 24
Table 3-2: Santa Ana Watershed Existing Facility Inventory and Summary ............................................. 25
Table 3-3: Impervious Factors .................................................................................................................... 26
Table 3-4: Existing Santa Ana Watershed Impervious Acres ..................................................................... 27
Table 3-5: Future Santa Ana Watershed Impervious Acres ........................................................................ 27
Table 3-6: Buildout Santa Ana Watershed Impervious Acres .................................................................... 28
Table 3-7: Santa Ana Watershed Improvements Maximum Justifiable Cost per Impervious Acre
Calculation ................................................................................................................................. 29
Table 3-8: Santa Ana Watershed Storm Drainage Fee ............................................................................... 30
Table 3-9: Projected Santa Ana Watershed Storm Drainage Fee Revenue ................................................ 31
Table 3-10: Proportional Allocation of Anticipated Fee Revenue to Proposed Santa Ana Watershed Storm
Drainage Facilities ......................................................................................................................... 31
Table 4-1: Newport Bay Watershed Future Improvements Summary ........................................................ 39
Table 4-2: Newport Bay Watershed Existing Facility Inventory and Summary ........................................ 40
Table 4-3: Impervious Factors .................................................................................................................... 41
Table 4-4: Existing Newport Bay Watershed Impervious Acres ................................................................ 42
Table 4-5: Future Newport Bay Watershed Impervious Acres ................................................................... 42
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Table 4-6: Buildout Newport Bay Watershed Impervious Acres ............................................................... 43
Table 4-7: Newport Bay Watershed Improvements Maximum Justifiable Cost per Impervious Acre
Calculation ................................................................................................................................. 44
Table 4-8: Newport Bay Watershed Storm Drainage Fee .......................................................................... 45
Table 4-9: Projected Newport Bay Watershed Storm Drainage Fee Revenue ........................................... 46
Table 4-10: Proportional Allocation of Anticipated Fee Revenue to Proposed Santa Ana Watershed Storm
Drainage Facilities ......................................................................................................................... 46
Table A-1: Capital Improvement Plan (CIP) .............................................................................................. 59
Figures
Figure 2-1: City of Costa Mesa Watersheds Map ....................................................................................... 18
Appendices
Appendix A: Capital Improvement Plan (CIP)
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EXECUTIVE SUMMARY AND INTRODUCTORY
SECTIONS
INTRODUCTION
The City of Costa Mesa (City) is one of the ten most populated cities in Orange County, located
about 37 miles southeast of Los Angeles and just one mile from the Pacific Ocean. The City
encompasses 16 square miles and hosts the Orange County Fair annually at its fairgrounds.
Costa Mesa was originally a part of the vast Rancho Santiago de Santa Ana and later developed as
an agricultural area primarily known for lima beans and citrus groves. The City, incorporated in
1953, transitioned from its agricultural roots to a more diversified economy that now boasts various
forms of recreation, shopping centers including the South Coast Plaza, and a thriving arts scene
anchored by the Segerstrom Center for the Arts and the South Coast Repertory Theater.
The City is part of the Los Angeles-Long Beach-Santa Ana, CA Metropolitan Statistical Area. The
California Department of Finance (DOF) estimates that as of January 1, 2025, the City population
is 110,304, incorporating the 2020 Census benchmark.
As the resident population and non-resident employment in the City increases, there exists a
correlating rise in the need for public infrastructure and services to support the increased demand
on the City’s infrastructure. California’s Assembly Bill 1600 (AB 1600) adopted in 1987 and
codified as California Government Code Section 66000 et. seq., allows the City to impose
Development Impact Fees on new development within the City. Development Impact Fees (DIFs)
are one-time charges on new developments that are collected and used by the City to cover the
cost of capital facilities, vehicles, and equipment that are required to serve new growth.
The City currently charges a single Citywide Storm Drainage fee that was last updated in 2006
and were calculated utilizing a Planned Facilities methodology. Although two different drainage
sheds were identified in the 2006 fee study, the City adopted a single fee for the entire City . The
2006 fees were not the maximum justifiable fees and a phased in approach was adopted that would
have increased the fees to the maximum justifiable fee level after two years. However, following
the adoption of the initial fees the fees were not increased and the fees in place remain the fees
adopted in 2006. The goal of this update is to calculate the maximum justifiable fee for the required
storm drainage improvements necessary to mitigate the impacts of future development on the
City’s storm drainage network and to ensure compliance with the legal requirements of AB 1600
and AB 602.
NEXUS REQUIREMENT SUMMARY
AB 1600 was enacted by the State of California in 1987 creating the Mitigation Fee Act - Section
66000 et seq. of the Government Code. The Mitigation Fee Act requires that all public agencies
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satisfy the following requirements when establishing, increasing, or imposing a fee as a condition
of approval of a development project:
1. Identify the purpose of the fee.
2. Identify the use to which the fee is to be put. If the use is financing public facilities, the
facilities shall be identified.
3. Determine how there is a reasonable relationship between the fees use and the type of
development project on which the fee is imposed.
4. Determine how there is a reasonable relationship between the need for the public facility
and the type of development project on which the fee is imposed.
5. Determine how there is a reasonable relationship between the amount of the fee and the
cost of the public facility or portion of the public facility attributable to the development
on which the fee is imposed.
The purpose of this report is to demonstrate that all fee components comply with the Mitigation
Fee Act. The assumptions, methodologies, facility standards, costs, and cost allocation factors that
were used to establish the nexus between the fees and the development on which the fees will be
charged are summarized in subsequent sections of this report.
In evaluating the City’s development impact fee program, it is important to distinguish between
revenues available to fund services for the existing population and those that may be used to serve
new development. As future residents and workers occupy new development projects, they
become part of the City’s existing community and begin generating General Fund revenues
through property taxes, sales taxes, and other locally collected revenues. These unrestricted
General Fund revenues may be used for any lawful municipal purpose citywide, including ongoing
operations, maintenance of public facilities, and general governmental services. In contrast,
development impact fee revenues are legally restricted and may only be used to construct or
expand public facilities needed to accommodate new development. State law also requires the City
to track and report the use of these impact fees annually under AB 1600, ensuring that all
expenditures are directly tied to growth-related facility needs. This distinction between
unrestricted General Fund revenues and restricted impact fee revenues is a core component of the
City’s nexus analysis and fee methodology.
ASSEMBLY BILL 602
AB 602, enacted by the State of California in 2021, amended Sections 65940.1 and 66019 of, and
added Section 66016.5 to the Government Code. AB 602 requires that if a local agency conducts
and adopts an impact fee nexus study after January 1, 2022, the local agency shall follow all of the
following standards and practices:
1. Before the adoption of an associated development fee, an impact fee nexus study shall be
adopted.
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2. When applicable, the nexus study shall identify the existing level of service for each public
facility, identify the proposed new level of service, and include an explanation of why the
new level of service is appropriate.
3. A nexus study shall include information that supports the local agency’s actions, as
required by subdivision (a) of Section 66001 of the Government Code.
4. If a nexus study supports the increase of an existing fee, the local agency shall review the
assumptions of the nexus study supporting the original fee and evaluate the amount of fees
collected under the original fee.
5. A nexus study adopted after July 1, 2022, shall calculate a fee imposed on a housing
development project proportionately to the square footage of proposed units of the
development. A local agency that imposes a fee proportionately to the square footage of
the proposed units of the development shall be deemed to have used a valid method to
establish a reasonable relationship between the fee charged and the burden posed by the
development. A nexus study is not required to comply with the requirements to calculate a
fee imposed on a housing development project proportionally to the square footage of the
proposed units if the local agency makes the following findings:
• An explanation as to why square footage is not appropriate metric to calculate fees
imposed on housing development project.
• An explanation that an alternative basis of calculating the fee bears a reasonable
relationship between the fee charged and the burden posed by the development.
• That other policies in the fee structure support smaller developments, or otherwise
ensure that smaller developments are not charged disproportionate fees.
6. Large jurisdictions shall adopt a capital improvement plan as a part of the nexus study.
7. All studies shall be adopted at a public hearing with at least 30 days’ notice, and the local
agency shall notify any member of the public that requests notice of intent to begin an
impact fee nexus study of the date of the hearing.
8. Studies shall be updated at least every eight years, beginning on January 1, 2022.
9. The local agency may use the impact fee nexus study template developed by the
Department of Housing and Community Development pursuant to Section 50466.5 of the
Health and Safety Code.
This report demonstrates that all fee components comply with AB 602. The methodologies
performed to calculate the updated fees ensure that the costs for facilities are proportionately
spread between existing and future users.
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NEXUS STUDY SUMMARY
Purpose
As development occurs in the City, new storm drainage backbone infrastructure and capital
facilities are required to mitigate the increase in impervious area created by new development. In
2024, the City adopted the Proposed Drainage & Water Quality Improvements Storm Drain
System Master Plan Update (Storm Drain Master Plan) prepared by Q3 Consulting. This Storm
Drain Master Plan utilized advanced stormwater modeling software to identify economically
feasible flood control solutions. The Storm Drain Master Plan summarized the recommended
storm drainage infrastructure improvements necessary to ensure the City achieved the desired
flood control and water quality standards. The Storm Drain Master Plan did not include analysis
or discussions on the potential funding mechanisms available to fund these improvements.
Development Impact Fees (DIFs) are one of the funding mechanisms available to the City to fund
the required storm drainage backbone infrastructure and capital facilities as well as the related
administrative costs through the City’s fee program.
During the calculation of the DIFs through discussions with Q3 Consulting, it was identified that
the City has two distinct storm drainage watersheds which function independently of each other
and the storm drainage systems serving these watersheds are not interconnected. As a result, the
fee program contains separate fee categories for the two storm drainage watersheds within the City
based on the infrastructure and capital facilities required. Incorporated in this Nexus Study are the
Storm Drainage fees for both the Santa Ana and Newport Bay watersheds.
This report is designed to satisfy AB 1600 Nexus requirements, AB 602 guidance, and provide the
necessary technical analysis to support the adoption of the updated fees. The fees will be effective
60 days after the City’s final action establishing and authorizing the collection of the fees.
Fee Program Costs
Table ES-1 summarizes the total costs of the improvements for each storm drainage watershed
identified in the Storm Drain Master Plan as well as the costs attributable to the fee programs, costs
to be funded from other funding sources and costs associated with fee program administration.
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Table ES-1: Costs Attributable to Fee Programs
Updated Fees
While AB 602 suggests that residential development fees be assessed on a per square foot basis, it
has been determined that assessing residential fees on a per acre (AC) basis ties more directly to
the impacts of new developments and results in a more equitable fee across all residential land
uses. Non-residential land uses will continue to be assessed on a fee per acre (AC) to maintain
continuity with the existing fee program. Fees on Accessory Dwelling Units, specialized projects,
and rebuild projects are detailed further in Section 6: Implementation and Administration.
Table ES-2 and Table ES-3 show a summary of the maximum allowable fees per acre for land
uses for the Santa Ana Watershed and Newport Bay Watershed respectively. These fees
incorporate a 5% program administration markup to account for the costs the City will incur to
oversee the implementation and administration storm drainage fees in a manner consistent with
the requirements of the Mitigation Fee Act. The fees shown reflect the maximum justifiable fees
that can be charged under AB1600. The City can elect to set the fee at any amount below this but
by doing so, will create an increased funding gap that must be met through other funding sources.
AB 602 states that “if a nexus study supports the increase of an existing fee, the local agency shall
review the assumptions of the nexus study supporting the original fee and evaluate the amount of
fees collected under the original fee.” The current fee program collects a storm drainage impact
fee on a per acre basis and was adopted in 2006. The existing storm drainage fees were calculated
utilizing the Planned Facilities Methodology and the maximum justifiable fee spread the necessary
system upgrades to existing and future development proportionally to the net change in impervious
area. Additionally, the adopted fee study provided discussions related to alternative funding
sources to mitigate the funding shortfall from the fee program and set the fees at a reduced level
assuming alternative funding sources would be utilized.
In comparison to the updated fees both nexus studies utilize a similar impervious factor across all
land use categories with the exception of Medium Density Residential which has had its
impervious factor increased from 60 percent to 70 percent to reflect the updated Storm Drainage
Master Plan. However, the analysis of the facilities to be funded and the methodology utilized to
Fee Program
Total Storm Drainage
Improvement Costs
Costs Attributed to
Other Funding Sources
Costs Attributable to
the Fee Program (1)
Fee Program
Administration
Santa Ana Watershed 47,555,701$ 35,223,937$ 12,331,764$ 606,721$
Newport Bay Watershed 64,998,695$ 40,148,707$ 24,849,988$ 1,230,031$
Total 112,554,397$ 75,372,645$ 37,181,752$ 1,836,752$
Notes:
1 Costs attributable to the fee program includes the portion of the City's existing drainage fund balance that has not been allocated to CIP projects.
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calculate the maximum justifiable fee have been updated for this nexus study. The Storm Drain
Master Plan developed a new stormwater model using the current Orange County Hydrology
Manual guidance to develop the required facilities and the maximum justifiable fee was calculated
using System Plan method rather than the planned facilities method to ensure future development
funds their fair share of the system at buildout.
Table ES-2: Summary of Maximum Allowable Santa Ana Watershed Storm Drainage Fees
Table ES-3: Summary of Maximum Allowable Newport Bay Watershed Storm Drainage
Fees
Proposed Fees Comparison with Existing Fees
Table ES-4 shows the comparison between the maximum allowable City of Costa Mesa Storm
Drainage fees and the existing fees as well as the Existing Fees escalated by the Engineering News
Record Construction Cost Index for Los Angeles (ENR). The latter information is provided to
show the increase that would have occurred had the fees been updated regularly since 2006. It is
important to note that this comparison does not account for the additional subarea fees that may
be applicable depending on the location of the development.
Land Use
Santa Ana
Watershed Fee
Program
Administration Fee
Total Santa Ana
Watershed Fee
Fee per Imperious Acre 104,580$ 5,229$ 109,809$
Residential (Fee per Acre)
Low Density Residential 52,290$ 2,615$ 54,905$
Medium Density Residential 73,206$ 3,660$ 76,866$
High Density Residential 83,664$ 4,183$ 87,847$
Non-Residential (Fee per Acre)
Commercial 94,122$ 4,706$ 98,828$
Industrial 94,122$ 4,706$ 98,828$
Land Use
Newport Bay
Watershed Fee
Program
Administration Fee
Total Newport Bay
Watershed Fee
Fee per Imperious Acre 90,490$ 4,525$ 95,015$
Residential (Fee per Acre)
Low Density Residential 45,245$ 2,262$ 47,507$
Medium Density Residential 63,343$ 3,167$ 66,510$
High Density Residential 72,392$ 3,620$ 76,012$
Non-Residential (Fee per Acre)
Commercial 81,441$ 4,072$ 85,513$
Industrial 81,441$ 4,072$ 85,513$
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Table ES-4: Maximum Allowable Fees Comparison to Existing Fees
Land Use
Existing Santa Ana
Watershed
Escalated Santa
Ana Watershed (1)
Maximum Santa
Ana Watershed
Percent Change
from Existing Fee
Percent Change
from Escalated Fee
Residential (Fee per Acre)
Low Density Residential 6,283$ 11,016$ 54,905$ 874%498%
Medium Density Residential 7,539$ 13,218$ 76,866$ 1020%582%
High Density Residential 10,052$ 17,624$ 87,847$ 874%498%
Non-Residential (Fee per Acre)
Commercial 11,309$ 19,828$ 98,828$ 874%498%
Industrial 11,309$ 19,828$ 98,828$ 874%498%
Notes:
1
Land Use
Existing Newport
Bay Watershed
Escalated Newport
Bay Watershed (1)
Maximum Newport
Bay Watershed
Percent Change
from Existing Fee
Percent Change
from Escalated Fee
Residential (Fee per Acre)
Low Density Residential 6,283$ 11,016$ 47,507$ 756%431%
Medium Density Residential 7,539$ 13,218$ 66,510$ 882%503%
High Density Residential 10,052$ 17,624$ 76,012$ 756%431%
Non-Residential (Fee per Acre)
Commercial 11,309$ 19,828$ 85,513$ 756%431%
Industrial 11,309$ 19,828$ 85,513$ 756%431%
Notes:
1
The existing fee was escalated based on the change in the Engineering News Record Construction Cost Index for Los Angeles from November 2006 to January
2025 (15,592.48 / 8,893.07).
The existing fee was escalated based on the change in the Engineering News Record Construction Cost Index for Los Angeles from November 2006 to January
2025 (15,592.48 / 8,893.07).
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Section 1 METHODOLOGY
METHODOLOGY
Imposed fees require various findings to ensure that a reasonable relationship exists between the
fee amount and the cost of the facility or portion of the facility attributable to new development.
Several methodologies are available to determine fee amounts. The most common methodologies
are defined by the “Impact Fee Nexus Study Template” prepared for the California Department of
Housing and Community Development by Terner Center for Housing Innovation at UC Berkeley.
Choosing the appropriate methodology depends on the type of facility for which the fee is
calculated and the availability of documentation to support the fee calculation. Following is a
discussion of the methodologies available to calculate the separate fee components in this report.
Existing Inventory Method
The existing inventory method, also known as the “incremental method” uses a facility standard
based on an analysis of the ratio of existing facilities to the demand on the facilities by the existing
population serviced by those facilities (“existing service population”) on a cost per unit or cost per
square foot basis. Under this approach, new development funds the expansion of facilities at the
same standard currently serving existing development. By definition, the existing inventory
method ensures that no facility deficiencies are spread to future development as a result of the fees
being established based on the current facility standards serving current residents. In other words,
if a deficiency exists in the current facility standards, new development is only required to fund
the expansion of facilities at the currently provided standard, and the deficiency must be rectified
by funding outside of the fee program. This method is often used when a long-range plan for new
facilities is not available.
Planned Facilities Method
The planned facilities method calculates the proposed fee based on the ratio of planned facilities
to the increase in demand associated with new development. This method is appropriate when
planned facilities have been define by a long-range master plan or expenditure plan which includes
specific facilities and cost estimates. As the Planned Facilities Method relies on a long-range
master plan that may change as the plan is implemented, fees based on this methodology need to
be regularly updated to remain consistent with the project lists and current plans.
System Plan Method
The system plan method utilizes an integrated approach to allocate the cost of existing facilities
and the costs of planned facilities to the total development in the study area. This method is
appropriate when calculating a systemwide fee in which new development will fund an integrated
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system of facilities at the future standard attributable to new development. By spreading the costs
of an integrated system incorporating the existing facilities and planned facilities costs to the total
development in the study area, this ensures that new development only pays their proportional
share of the total system costs and is not responsible for rectifying any existing deficiencies.
PROGRAM ADMINISTRATION
The City, with assistance from consultants, oversees the implementation and administration of the
City of Costa Mesa Storm Drainage Impact Fee Program, consistent with the requirements of the
Mitigation Fee Act. For both of the storm drainage watershed fees, a 5 percent (5%) Program
Administration Fee is added to fund the costs of City’s management and ongoing fee program
administration, collection, and reporting. This includes costs associated with City staff and
consultant time, studies, and administration to support the program. Industry standard ranges from
three to six percent (3-6%) for the administrative component of a development fee program based
on research completed by Best, Best & Krieger and presented at the California Society of
Municipal Finance Officers Orange County Chapter meeting in October of 2025. The
administrative functions of the Program Administration Fee include, but are not limited to, the
following:
• Annual fee adjustments
• Annual fee reporting
• Additional fee reporting every five years
• Application and tracking of fee credits and reimbursements
• Posting of nexus studies and fee schedules on the City’s website
• Periodic nexus study updates
• Staff and consultant time related to fee preparation, collection, tracking, and administration
FUND BALANCE
The fund balances used throughout this analysis were based on the City’s reported storm drainage
fee fund balances through Fiscal Year 2023-24. Table 1-1 displays the balances of the existing
funds used within this study.
Table 1-1: City of Costa Mesa Impact Fee Fund Balance
Fee Program Total Impervious Acres
Existing Fund
Balance (1) (2)
Unallocated Fund
Balance (1) (2)
Santa Ana Watershed 1,941.74 951,442$ 194,639$
Newport Bay Watershed 2,453.67 1,202,286$ 245,955$
Total 2,153,728$ 440,594$
Notes:
1
2
Fund balance derived from the City of Costa Mesa FY2024-25 Annual Comprehensive Financial Report.
Fund balance allocated to the Santa Ana and Newport Bay Watersheds based of the total impervious acres in each watershed.
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AB 602 AND FEE COLLECTION ALTERNATIVES
The City has historically charged fees for storm drainage on a per acre basis. As stated in the
previous section for AB602, A nexus study adopted after July 1, 2022, shall calculate a fee imposed
on a housing development project proportionately to the square footage of proposed units of the
development, unless the agency is able to make three additional findings.
The proposed fees will continue to be charged on a per acre basis, consistent with the current fee
program. The following section discusses why square footage is not an appropriate metric to
calculate the fees imposed on residential housing projects for the storm drainage fees:
• An explanation as to why square footage is not an appropriate metric to calculate fees
imposed on housing development project. Storm drainage fees should be assessed based
on the increase in impervious surface area, as this directly correlates with stormwater
runoff. Square footage is not an appropriate metric because multi-story structures with
identical footprints do not increase runoff proportionally to their total floor area. Fees that
are calculated based on the estimated impervious surface, more accurately account for
storm drainage impacts. Higher-density developments typically generate more impervious
coverage per acre than lower-density developments, and the fee structure reflects this
variation. Using impervious area as the basis for storm drainage fees ensures a
hydraulically relevant and equitable assessment of storm drainage impacts.
• An explanation that an alternative basis of calculating the fee bears a reasonable
relationship between the fee charged and the burden posed by the development. The
storm drainage fees are charged on a per acre basis with three different residential fee
categories based on the density of development. The fees vary based on the impervious
area each land use is expected to generate based on the per acre impervious factors
included in the Storm Drain Master Plan. Because the fee is based on the additional
impervious acres generated by each land use, this methodology provides a reasonable
relationship between the amount of the fee charged and the burden posed by each
development.
• That other policies in the fee structure support smaller developments, or otherwise
ensure that smaller developments are not charged disproportionate fees. The storm
drainage fees are structured across various residential land use categories and reflect the
relationship between density and impervious area. Higher-density developments typically
have more units per acre with smaller unit sizes. Charging fees by acre results in a lower
cost per-unit than larger, detached single family residential units which aligns with the
expected stormwater generation. The fee calculation is based on the estimated impervious
acreage associated with each land use category, ensuring that the fees are proportional to
the impacts created by the project. By utilizing an impervious acreage methodology for
determining the fee, smaller developments are not charged disproportionate fees.
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Section 2 LAND USE ASSUMPTIONS
LAND USE TYPES
To ensure a reasonable relationship between each fee and the type of development paying the fee,
different land use types must be distinguished. The land use categories used in this analysis were
derived from the City of Costa Mesa General Plan and are defined below.
• Low Density Residential: Detached single-family dwelling units. Includes very low density,
low density, and age-restricted units containing less than 8 units per acre.
• Medium Density Residential: Intended to support single and multi-family developments
with a density of up to 12 units per acre.
• High Density Residential: Intended for residential development with a density of up to 20
units per acre.
• Accessory Dwelling Unit (ADU): A second unit, attached or detached from a SFR.
• Commercial: All commercial, retail, educational, and mixed-use development.
• Industrial: All research and development, manufacturing, and warehouse development.
For purposes of fee calculation, land uses are subject to fees based on the density of the
development. For example, the medium density residential fee will be charged for development
densities between 8 and 12 units per acre.
Some developments may include more than one land use type, such as an industrial warehouse
with living quarters (a live-work designation) or a mixed-use development with both Retail and
Residential land uses. In these cases, the fees will be calculated separately for each land use type.
Note that an Accessory Dwelling Unit (ADU) is defined as a second unit, attached, or detached
from a Single Family Residential (SFR) unit.
GROWTH FORECASTS
Growth projections are used as indicators of demand. In terms of a storm drainage network demand
is categorized as impervious area. The City’s existing land uses, as well as the City’s land use
projections at buildout, are critical assumptions used throughout the fee sections that follow in this
report. The following resources were used as part of this analysis:
• Existing land use data was provided by the City’s Community Development Department.
• Future land use projections were derived from the Storm Drain Master Plan that were based
on the City’s 2035 General Plan and updated to incorporate the City’s certified 6th Cycle
Housing Element
ATTACHMENT 1 / ATTACHMENT C
Storm Drainage Impact Fee Nexus Study 17 February 2026
City of Costa Mesa
Table 2-1: Projected Future Land Use – Santa Ana Watershed
Table 2-2: Projected Future Land Use – Newport Bay Watershed
Figure 2-1 illustrates the City of Costa Mesa City limits and both of the City’s watershed areas:
The Santa Ana and Newport Bay watersheds.
Land Use Acres (1)
Residential
Low Density Residential 1,374.18
Medium Density Residential 272.82
High Density Residential 357.17
Non-Residential
Commercial 375.63
Industrial 488.74
Notes:
1 Future Land Uses is the Santa Ana Watershed were derived from the City of Costa Mesa 2035
General Plan, the City of Costa Mesa Housing Element and the Storm Drainage Master Plan
prepared by Q3.
Land Use Acres (1)
Residential
Low Density Residential 989.83
Medium Density Residential 448.11
High Density Residential 464.55
Non-Residential
Commercial 669.47
Industrial 745.45
Notes:
1 Future Land Uses is the Newport Bay Watershed were derived from the City of Costa Mesa 2035
General Plan, the City of Costa Mesa Housing Element and the Storm Drainage Master Plan
prepared by Q3.
ATTACHMENT 1 / ATTACHMENT C
Storm Drainage Impact Fee Nexus Study 18 February 2026
City of Costa Mesa
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Figure 2-1: City of Costa Mesa Watersheds Map
ATTACHMENT 1 / ATTACHMENT C
Storm Drainage Impact Fee Nexus Study 19 February 2026
City of Costa Mesa
ATTACHMENT 1 / ATTACHMENT C
Storm Drainage Impact Fee Nexus Study 20 February 2026
City of Costa Mesa
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ATTACHMENT 1 / ATTACHMENT C
Storm Drainage Impact Fee Nexus Study 21 February 2026
City of Costa Mesa
Section 3 SANTA ANA WATERSHED STORM
DRAINAGE FEE
BACKGROUND
The City has two major watersheds, the Santa Ana and Newport Bay Watersheds. This section
focuses specifically on the Santa Ana Watershed.
The Santa Ana Watershed Storm Drainage Fee is collected for the purpose of maintaining and
expanding the capacity of the City’s storm drainage system within the Santa Ana Watershed. The
Santa Ana Watershed Storm Drainage Fee is calculated using the System Plan Method. The
System Plan Method uses an integrated system methodology where the total storm drainage system
cost (existing facilities plus future improvements) is divided by the total storm drainage demand,
expressed in impervious acres, on the system (existing users and future users). Under this
approach, new development funds the expansion of facilities at a proportional rate to the facilities
funded by existing development. By definition, the System Plan Method ensures that no facility
deficiencies are spread to future development. In other words, if a deficiency exists in the current
facility standards, new development is only required to buy into the existing storm drainage system
capacity and fund their fair share of the future storm drainage facilities at the same cost per
impervious acre as existing development, and the deficiency must be rectified by funding outside
of the fee program. Future Development within the City will pay a storm drainage impact fee at
building permit issuance to buy into the City’s existing storm drainage system and to fund their
fair share of the system expansion projects described in this section.
The Storm Drain Master Plan subdivided the City into four subareas for the purpose of modeling
a 25-year/24-hour storm event using a rain-on-grid approach in accordance with the Orange
County Hydrology Manual. Using the results of the modeling of each subarea, the Storm Drain
Master Plan recommended improvements for each model area focusing on flood control and
proposing sustainable design methodologies and/or green infrastructure. The North and a portion
of the West subareas are within the Santa Ana regional watershed, and the Storm Drain Master
Plan modelling identified twenty-one (21) proposed drainage improvement projects to mitigate
flooding in conjunction with the existing storm drainage system. These improvements are
comprised of construction of new pipes, upsizing of existing pipes, replacement of existing pipes
to maintain stormwater capacity and regional stormwater quality improvements. A total of 2% of
the costs associated with the corrugated metal pipe replacement has been removed to account for
the overlap in linear footage associated with planned upsizing projects. The proposed facilities in
the fee program are system backbone improvements that serve the Santa Ana Watershed and do
not include on-site infrastructure required by specific development projects. Each development
project will be required to construct the specific on-site improvements required to serve their
project.
ATTACHMENT 1 / ATTACHMENT C
Storm Drainage Impact Fee Nexus Study 22 February 2026
City of Costa Mesa
SERVICE POPULATION
Demand for services and the associated facilities for storm drainage facilities are based on the
additional impervious acreage that will be generated by new growth in the City through buildout.
Impervious surfaces are those that do not allow water to pass through. Impervious acreage is used
in the calculation of the Storm Drainage Fee to ensure the relationship between the planned storm
drainage facilities the fee will be expended on is related to the impact new development will have
on the storm drainage system.
COST SUMMARY AND CIP
The Santa Ana Watershed Storm Drainage Fee will fund the expansion of storm drainage facilities
in the Santa Ana Watershed. Table A-1 in Appendix A will also serve as the Santa Ana Watershed
Fee Capital Improvement Plan (CIP) list as required by AB 602, which includes the facilities
shown in Table 3-1 which summarizes the future Santa Ana Watershed storm drainage facilities
and project costs identified in the Storm Drain Master Plan. Costs were developed based on the
current markets on a linear foot basis and include costs for excavation, shoring, bedding, backfill,
compaction, removal of excess material, trench resurfacing as well as contingency costs for
mobilization, engineering design, surveying, traffic control, environmental permitting, and
construction management. Table 3-2 summarizes the City’s existing storm drainage facilities and
estimated value within the service area of the Santa Ana Watershed, derived from the hydraulic
model utilized in the development of the Storm Drain Master Plan.
ATTACHMENT 1 / ATTACHMENT C
Storm Drainage Impact Fee Nexus Study 23 February 2026
City of Costa Mesa
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ATTACHMENT 1 / ATTACHMENT C
Storm Drainage Impact Fee Nexus Study 24 February 20265
City of Costa Mesa
Table 3-1: Santa Ana Watershed Future Improvements Summary
Facility Location Total Cost (1)
North Zone
Harbor Blvd. Line N1 Install 24 & 36 Inch RCP (w/ Surface Restoration)1,511,757.88$
Watson Avenue Line N2 Install 18-inch RCP (w/ Surface Restoration)1,760,864.86$
McKinley Way Line N3 Install 18, 30, & 36 Inch RCP (w/ Surface Restoration)3,708,777.44$
Wimbledon Way Line N4 Install 18 & 36 Inch RCP (w/ Surface Restoration)1,656,265.63$
Iowa Street (Inlets Only) - East Side Line N4 Install 18-inch RCP (w/ Surface Restoration)450,234.92$
Gisler Ave Line N6 Install 18-inch RCP 613,751.14$
Iowa Street - West Side Line N7 Catch Basin Inlets (28' L) 75,387.50$
Mesa Verde Dr. Line N8 Install 18-inch RCP (w/ Surface Restoration)1,038,999.40$
Kornat Drive Line N9 Catch Basin Inlets (21'L)69,275.00$
Subtotal North Zone Storm Drainage Improvements 10,885,313.76$
West Zone
Fairview Park, Upper Canyon SD. Line W1 Install 18-inch RCP 1,238,096.25$
Canyon Storm Drain Line W2 Install 24, 36 & 48 Inch RCP (w/ Surface Restoration)3,253,575.16$
East Canyon Park Line W3 Install 18, 24 & 36 Inch RCP (w/ Surface Restoration)1,274,215.81$
16th St./Newport Blvd. Line W6 Install 30-inch RCP (w/ Surface Restoration)1,098,031.03$
19th & 18th Street SD Line W7 & W8 Install 18-inch RCP (w/ Surface Restoration)2,381,577.96$
Fairview Channel South Model Line W9 Install 18, 24, 42, & 48 Inch RCP (w/ Surface Restoration)12,820,545.93$
West of Harbor Blvd. Line W10 Install 18 & 24 Inch RCP (w/ Surface Restoration)1,099,321.26$
North of Fairview Channel Line W11 Install 18, 24, & 48 Inch RCP (w/ Surface Restoration)1,695,084.29$
Subtotal West Zone Storm Drainage Improvements 24,860,447.68$
Regional Stormwater Quality Improvements
Wilson Park Water Quality Improvements to Meet MS4 Regulations 2,538,000.00$
Canyon Park Water Quality Improvements to Meet MS4 Regulations 6,067,000.00$
Hydrodynamic Separator - Placentia Avenue Hydrodynamic Separator 560,900.00$
Subtotal Regional Stormwater Quality Improvements 9,165,900.00$
Corrugated Metal Pipe Replacement
Various Locations (2)Replace Corrugated Metal Pipe Like in Kind to Retain Water Quality 2,644,040.00$
Subtotal Corrugated Metal Pipe Replacement Improvements 2,644,040.00$
Total Santa Ana Watershed Storm Drainage Improvements 47,555,701.44$
Notes:
1 Future facilities and associated costs are inclusive of a soft cost markup of 10% and are derived from the City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
2 Corrugated Metal Pipe Replacement costs reduced by two percent to account for the overlapping linear footage with upsizing projects.
Source:
City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
ATTACHMENT 1 / ATTACHMENT C
Storm Drainage Impact Fee Nexus Study 25 February 2026
City of Costa Mesa
Table 3-2: Santa Ana Watershed Existing Facility Inventory and Summary
Pipe Size (1)Linear Footage Cost per LF (2)Total Cost
Existing Pipes
18-Inch 13,919.55 452.52$ 6,298,840.48$
21-Inch 2,525.83 468.17$ 1,182,523.18$
24-Inch 13,239.98 514.22$ 6,808,320.04$
27-Inch 3,781.03 601.94$ 2,275,937.58$
30-Inch 6,961.12 586.22$ 4,080,717.93$
33-Inch 4,113.73 735.70$ 3,026,470.72$
36-Inch 11,878.54 658.21$ 7,818,543.01$
39-Inch 766.72 869.46$ 666,634.89$
42-Inch 15,840.09 925.60$ 14,661,646.63$
45-Inch 1,372.10 1,003.23$ 1,376,528.33$
48-Inch 11,721.44 1,069.59$ 12,537,100.73$
51-Inch 4,288.11 1,136.99$ 4,875,544.47$
54-Inch 8,291.26 1,234.14$ 10,232,569.22$
57-Inch 1,646.98 1,270.75$ 2,092,902.12$
60-Inch 8,228.47 1,522.10$ 12,524,591.00$
63-Inch 3,155.51 1,404.52$ 4,431,974.15$
66-Inch 4,029.57 1,471.40$ 5,929,112.82$
69-Inch 1,211.02 1,538.28$ 1,862,890.30$
72-Inch 8,141.07 1,707.23$ 13,898,643.64$
78-Inch 2,063.60 1,738.93$ 3,588,450.80$
90-Inch 1,622.64 2,006.45$ 3,255,749.52$
96-Inch 3,699.29 2,140.22$ 7,917,288.78$
114-Inch 1,912.19 2,541.51$ 4,859,848.92$
Subtotal Santa Ana Watershed Existing Pipes 136,202,829.26$
Existing Structures
Curb Inlets 509.00 22,000.00$ 11,198,000.00$
Drop Inlets 15.00 22,000.00$ 330,000.00$
Grate Inlet 26.00 22,000.00$ 572,000.00$
Inlet 11.00 22,000.00$ 242,000.00$
Headwall 6.00 8,000.00$ 48,000.00$
Junction 171.00 15,000.00$ 2,565,000.00$
Manhole 263.00 15,000.00$ 3,945,000.00$
Outlet 51.00 8,000.00$ 408,000.00$
Subtotal Santa Ana Watershed Existing Structures 19,308,000.00$
Total Santa Ana Watershed Existing Storm Drainage Improvements 155,510,829.26$
Notes:
1 Existing storm drainage pipe diameters and lengths derived from the City of Costa Mesa's GIS Database maintained by the Public Works Department.
2 Existing facilities costs per unit derived from the City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
Source:
City of Costa Mesa Public Works Department.
City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
ATTACHMENT 1 / ATTACHMENT C
Storm Drainage Impact Fee Nexus Study 26 February 2026
City of Costa Mesa
FEE METHODOLOGY
The Santa Ana Watershed Storm Drain Fee uses the System Plan methodology for calculating the
fee. As stated in the “Impact Fee Nexus Study Template” prepared for the California Department
of Housing and Community Development by Terner Center for Housing Innovation at UC
Berkeley, the System Plan Method “Estimates the costs for an integrated system of existing and
future facilities.”
In order to distribute the share of storm drainage system costs to each land use type, the total storm
drainage demand of the Santa Ana Watershed through buildout must be calculated. The storm
drainage demand factors in terms of impervious acres were sourced from the Storm Drain Master
Plan. These demand factors are summarized in Table 3-3.
Table 3-3: Impervious Factors
The estimated impervious factors per acre for each land use are then multiplied by the existing
land use in the Santa Ana Watershed to calculate existing impervious acres in the Santa Ana
Watershed as shown in Table 3-4. These impervious acres are added to future development’s
impervious acres as shown in Table 3-5 to determine the total impervious acres in in the Santa
Ana Watershed under buildout conditions are as shown in Table 3-6.
Land Use
Estimated Impervious
Factor per Acre
Residential
Low Density Residential 0.50
Medium Density Residential 0.70
High Density Residential 0.80
Non-Residential
Commercial 0.90
Industrial 0.90
Notes:
1
Source:
City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
Impervious Factors based on the City of Costa Mesa 2024 Storm
Drainage Master Plan prepared by Q3.
ATTACHMENT 1 / ATTACHMENT C
Storm Drainage Impact Fee Nexus Study 27 February 2026
City of Costa Mesa
Table 3-4: Existing Santa Ana Watershed Impervious Acres
Table 3-5: Future Santa Ana Watershed Impervious Acres
Land Use
Estimated Impervious
Factor per Acre Acres Impervious Acres
Residential
Low Density Residential 0.50 1,430.74 715.37
Medium Density Residential 0.70 522.99 366.09
High Density Residential 0.80 3.26 2.61
Subtotal Residential 1,084.07
Non-Residential
Commercial 0.90 574.12 516.71
Industrial 0.90 249.92 224.93
Subtotal Non-Residential 741.64
Total Existing Santa Ana Watershed Impervious Acres 1,825.71
Notes:
1
Source:
City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
Impervious Factors based on the City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
Land Use
Estimated Impervious
Factor per Acre Acres Impervious Acres
Residential
Low Density Residential 0.50 -56.56 -28.28
Medium Density Residential 0.70 -250.17 -175.12
High Density Residential 0.80 353.91 283.13
Subtotal Residential 79.73
Non-Residential
Commercial 0.90 -198.49 -178.64
Industrial 0.90 238.82 214.94
Subtotal Non-Residential 36.30
Total Future Santa Ana Watershed Impervious Acres 116.03
Notes:
1
Source:
City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
Impervious Factors based on the City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
ATTACHMENT 1 / ATTACHMENT C
Storm Drainage Impact Fee Nexus Study 28 February 2026
City of Costa Mesa
Table 3-6: Buildout Santa Ana Watershed Impervious Acres
The total Santa Ana Watershed storm drainage system valuation is calculated by taking the City’s
existing storm drainage improvements for the Santa Ana Watershed and adding in the planned
storm drainage improvements for the Santa Ana Watershed. The cost per impervious area is
calculated by dividing the total Santa Ana Watershed system valuation by the total impervious
acres in the Santa Ana Watershed through buildout. Table 3-7 calculates the maximum justifiable
fee per impervious acre.
Land Use
Estimated Impervious
Factor per Acre Acres Impervious Acres
Residential
Low Density Residential 0.50 1,374.18 687.09
Medium Density Residential 0.70 272.82 190.98
High Density Residential 0.80 357.17 285.73
Subtotal Residential 1,163.80
Non-Residential
Commercial 0.90 375.63 338.07
Industrial 0.90 488.74 439.87
Subtotal Non-Residential 777.94
Total Buildout Santa Ana Watershed Impervious Acres 1,941.74
Notes:
1
Source:
City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
Impervious Factors based on the City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
ATTACHMENT 1 / ATTACHMENT C
Storm Drainage Impact Fee Nexus Study 29 February 2026
City of Costa Mesa
Table 3-7: Santa Ana Watershed Improvements Maximum Justifiable Cost per Impervious
Acre Calculation
FEE SUMMARY
The Santa Ana Watershed Storm Drainage Fee is based on new development’s fair share of the
facilities identified for the Santa Ana Watershed in the Storm Drain Master Plan and to buy-in to
the City’s existing storm drainage facilities for the Santa Ana Watershed.
The Santa Ana Watershed Storm Drainage Fee is calculated using the cost per impervious acre
from Table 3-7. The Santa Ana Watershed Storm Drainage Fee per impervious acre is then
multiplied by the impervious factor for each land use to calculate a fee per acre. Table 3-8
summarizes the Santa Ana Watershed Storm Drainage Fee.
Description Value
Estimated Future Santa Ana Watershed Project Costs (1)
North Zone 10,885,314$
West Zone 24,860,448$
Regional Water Quality Projects 9,165,900$
Corrugated Metal Pipe Replacement 2,644,040$
Total Santa Ana Watershed Storm Drainage Improvements 47,555,701$
Existing Pipes (2) (3)155,510,829$
Total Santa Ana Watershed System Value 203,066,531$
Total Impervious Acres at Buildout 1,941.74
Maximum Justifiable fee per Impervious Acre 104,580$
Notes:
1
2
3
Source:
City of Costa Mesa Public Works Department.
City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
Existing storm drainage pipe diameters and lengths derived from the City of Costa Mesa's GIS Database maintained by the
Public Works Department.
Future facilities and associated costs derived from the City of Costa Mesa 2024 Storm Drainage Master Plan prepared by
Existing facilities costs per unit derived from the City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
ATTACHMENT 1 / ATTACHMENT C
Storm Drainage Impact Fee Nexus Study 30 February 2026
City of Costa Mesa
Table 3-8: Santa Ana Watershed Storm Drainage Fee
FEE APPLICABILITY
The Santa Ana Watershed Storm Drainage Fee is imposed on future development in the following
cases:
1. New development proposes an improvement, addition or major alteration to an existing
structure or construction of an accessory structure, in any form, where the aggregate gross
impervious percentage of the parcel as a result of such improvement exceeds the
impervious factor for that land use, as shown in Table 3-3. The additional impervious gross
square footage of the parcel exceeding the impervious factor for that land use is subject to
a drainage fee based on the following formula:
a. Fee = Gross acreage exceeding the impervious factor threshold for that land use
acreage x Fee per Impervious Acre
2. New development proposed on vacant land is subject to a drainage fee based on the
following formula:
a. Fee = Gross Parcel Acreage x Fee per Land Use
3. For land use changes, where the impervious factor for the future land uses as identified in
Table 3-3 is greater than the impervious factor of the existing land use as identified in
Table 3-3, the development is subject to a drainage fee based on the following formula:
a. Fee = (Drainage Fee per Acre of Future Land Use – Drainage Fee per Acre of
Existing Land Use) x Gross Parcel Acreage
The Santa Ana Watershed Storm Drainage Fee is not imposed on future development in the
following cases:
1. For accessory dwelling units (ADU) less than 750 square.
Land Use
Fee Per Impervious
Acre
Impervious
Factor Fee per Acre
Administration
Fee (5%)
Total Fee per
Acre
Residential
Low Density Residential 104,580$ 0.50 52,290$ 2,615$ 54,905$
Medium Density Residential 104,580$ 0.70 73,206$ 3,660$ 76,866$
High Density Residential 104,580$ 0.80 83,664$ 4,183$ 87,847$
Non-Residential
Commercial 104,580$ 0.90 94,122$ 4,706$ 98,828$
Industrial 104,580$ 0.90 94,122$ 4,706$ 98,828$
ATTACHMENT 1 / ATTACHMENT C
Storm Drainage Impact Fee Nexus Study 31 February 2026
City of Costa Mesa
2. For reconstruction of existing structures in the event of a disaster where the reconstruction
does not increase the impervious area of the parcel.
3. For land use changes where the impervious coefficient for the future land use as identified
in the Master Plan of Drainage is less than the impervious coefficient of the existing land
use.
CAPITAL IMPROVEMENT PROJECTS AND REVENUE PROJECTIONS
Table 3-9 summarizes the potential fee revenue from the projected future development identified
in Table 3-5. The revenue collected from the Santa Ana Watershed Storm Drainage Fee will be
available to expand the Santa Ana Watershed’s storm drainage system to meet the needs of new
residents in the Santa Ana Watershed.
Table 3-9: Projected Santa Ana Watershed Storm Drainage Fee Revenue
Table A-1 in Appendix A will also serve as the Storm Drainage Fee CIP list as required by AB
602, which includes the facilities shown in Table 3-1. Table 3-1 identifies the planned facilities
that will be funded in part by the Santa Ana Watershed Storm Drainage Fee. These facilities were
identified in the Storm Drain Master Plan as necessary to serve the Santa Ana Watershed at
buildout. The City will use the CIP facilities identified here to guide their five-year Capital
Improvement Plan budget based upon City needs and timing of securing adequate revenue.
Table 3-10 details the proportional allocation of Santa Ana Watershed Storm Drainage fee revenue
from the projected future development shown in Table 3-5 to the proposed Santa Ana Watershed
Storm Drainage facilities shown in Table 3-1.
Table 3-10: Proportional Allocation of Anticipated Fee Revenue to Proposed Santa Ana
Watershed Storm Drainage Facilities
Land Use
Proposed
Fee
Anticipated
Growth
(Acres)
Anticipated Fee
Collection at
Buildout (1)
Administration
Fee
Unallocated
Existing Fund
Balance
Total Anticipated Fee
Collection at
Buildout (1)
Santa Ana Watershed 104,580$ 116 12,134,417$ 606,721$ 194,639$ 12,935,777$
Total 12,935,777$
Notes:
1 Total anticipated fee revenue may differ slightly from cost attributable to fee program due to rounding.
Description
Impervious
Acres
Proportion of
Impervious Acres
Proportional Share of
Buildout Facilities (1)
Anticipated Buildout
Facilties Funding (2)
Anticipated Funding
Share of Buildout
Facilities CIP Funding (2) (3)
Existing Development 1,825.71 94.02%190,932,151.46$ 190,932,113.30$ 94.02%35,421,284.04$
Future Development 116.03 5.98%12,134,379.25$ 12,134,417.40$ 5.98%12,134,417.40$
Total 1,941.74 100.00%203,066,530.70$ 203,066,530.70$ 100.00%47,555,701.44$
Notes:
1 The proportional share of buildout facilities derived by multiplying the proportion of impervious acres generated by the buildout storm drainage system valuation.
2
3 Future development's fair share of the CIP will not be utilized to rectify any deficiencies in the City's existing facilities.
Existing Development's fair share of the CIP projects will be derived from a combination of general fund contributions, grants, sales tax measures or other eligible funding sources as
established by the City.
ATTACHMENT 1 / ATTACHMENT C
Storm Drainage Impact Fee Nexus Study 32 February 2026
City of Costa Mesa
EXISTING AND PROPOSED LEVEL OF SERVICE
AB 602 states, “When applicable, the nexus study shall identify the existing level of service for
each public facility, identify the proposed new level of service and include an explanation of why
the new level of service is appropriate.” The required findings are as follows.
Identification of the Existing Level of Service
A standard of service refers to adopted policies in law or practice that are either in place for a
particular service or are intended to be. There must be sufficient capacity in the storm drainage
systems to provide a consistent level of service for all customers at the appropriate service
standard. When the existing standards of service are not being met, a deficiency exists.
Per the City’s Storm Drainage Master Plan adopted in 2024, the City maintains a storm drainage
system that outfalls in two locations, the Santa Ana Rive and Newport Bay. These drainage sheds
are further divided into four subareas, north, west, east (north) and east (south). The City conveys
stormwater from these subareas to the outfall locations utilizing open channels, closed conduits,
catch basins, laterals, manholes, pump stations, and other related facilities. The total length of
existing pipelines is approximately 65,150 linear feet or approximately 12.34 miles. As described
in the 2024 Storm Drainage Master Plan, a majority of the City’s existing storm drainage network
does not have the capacity to accommodate stormwater flows under 25-year storm events. The
specific locations where the City is not able to accommodate the stormwater runoff from a 25-year
storm event is summarized in Appendix C and Appendix D of the 2024 Storm Drainage Master
Plan. The upgrade of the storm drainage infrastructure to accommodate the 25-year storm event
under current conditions will be funded by existing development’s fair share of the Storm Drainage
Master Plan’s CIP.
Identification of the Proposed Level of Service and Rationale
The Government Code states that the Nexus Study, if appropriate, shall identify the proposed new
level of service and include an explanation of why the new level of service is appropriate. Under
the System Plan Methodology, the City’s storm drainage level of service is defined as meeting the
capacity requirements for a 25-year/24-hour design storm event using a rain-on-grid approach, as
established in the Orange Cunty Hydrology Manual, while also ensuring the protection of property
and maintaining one “dry” lane of travel within a street to allow for emergency vehicles to have
access for collector streets and two “dry” lanes for major arterial streets. Under this approach, the
City’s storm drainage fee is based on an integrated system of existing and planned storm drain
facilities, with the future standard attributable to new development calculated by dividing the value
of the existing system plus the cost of planned improvements by total horizon-year impervious
acres.
ATTACHMENT 1 / ATTACHMENT C
Storm Drainage Impact Fee Nexus Study 33 February 2026
City of Costa Mesa
Utilizing the proposed level of service is appropriate because:
• It establishes a consistent cost per impervious acres for both existing and future
development.
• It ensures new development contributes its proportional fair share of the storm drainage
facilities required to mitigate the additional runoff generated by future increases in
impervious surface area.
• If new development did not provide funding to mitigate their storm water runoff at the
same cost per impervious acre as the costs attributable to existing development, the level
of service would decrease citywide and negatively impact both existing and future
development through an increase in flood events.
• The System Plan Methodology ensures that new development is not required to remedy
existing deficiencies.
Because the proposed City of Costa Mesa’s Santa Ana Watershed Storm Drainage fee is utilizing
the System Plan Methodology, which calculates the proposed fee utilizing the total value of the
existing improvements plus the cost of future improvements and subsequently dividing by the total
impervious acres at buildout, future development funds an integrated system of facilities at the
future standard applicable to new development. Since the System Plan Method spreads the totality
of storm drainage improvements based on the total impervious acres at the horizon year, existing
deficiencies are by definition not being spread to future development and new development is not
funding a higher level of service that is applied to existing development.
Existing deficiencies identified in Appendix C and Appendix D of the 2024 Storm Drainage
Master Plan are not attributable to new development and therefore are not included in the
proportional share assigned to future development. New development will fund only its fair share
of system expansions needed to serve horizon-year impervious acreage. This proportionate share
of the systemwide improvements attributed to existing development, approximately 94.02% of the
buildout improvements as shown in Table 3-10, will be funded by a combination of alternative
funding sources including but not limited to, the City’s General Fund, grants and special tax
assessments.
The planned capital projects in Table 3-1 were identified in the Storm Drainage Master Plan to
either maintain existing levels of service as growth occurs or to not perpetuate deficiencies.
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City of Costa Mesa
NEXUS REQUIREMENT SUMMARY
AB 1600 requires that public agencies satisfy five requirements when establishing, increasing, or
imposing a fee as a condition of approval of a development project. The required findings are as
follows.
Requirement 1: Identify the purpose of the fee.
The purpose of the Santa Ana Watershed Storm Drainage Fee is to fund the facilities that are
necessary to convey stormwater runoff from the increased impervious area created by future
development in the Santa Ana Watershed to the outfall in the Santa Ana River. To accommodate
this increased stormwater runoff, new facilities must be built and/or existing facilities expanded as
identified in the 2024 Storm Drain Master Plan and shown in Appendix A, as amended under
Government Code 66002.
Requirement 2: Identify the use of the fee.
The Santa Ana Watershed Storm Drainage Fee will be used to fund a portion of the storm drainage
projects shown in Table 3-1. These storm drainage projects were identified in the Storm Drain
Master Plan, as the facilities required to mitigate storm drainage run-off in the Santa Ana
Watershed which ensures that new development has adequate capacity in the storm drainage
system to handle the additional stormwater runoff.
Requirement 3: Determine how there is a reasonable relationship between the fee’s use and the
type of development project on which the fee is imposed.
The Santa Ana Watershed Storm Drainage Fee will be used to fund a portion of the new storm
drainage facilities and improvements identified in the Storm Drain Master Plan for the Santa Ana
Watershed as shown in Appendix A, as amended under Government Code 66002. The fee for each
development project is calculated based on the estimated impervious area added by each land use
type. This correlation ensures that the fee is equal to the stormwater runoff generated by that
specific land use. The EDU calculations based on the impervious factor for each land use are
shown in Table 3-3. The fee calculations are shown in Table 3-7 and Table 3-8.
Requirement 4: Determine how there is a reasonable relationship between the need for the
public facility and the type of development project on which the fee is imposed.
New development requires sufficient capacity in the storm drainage system to convey stormwater
runoff created by the increased impervious area within the Santa Ana Watershed. Ensuring there
is sufficient capacity to accommodate stormwater runoff in the Santa Ana Watershed storm
drainage system requires the construction of new storm drainage lines or upsizing existing storm
drainage lines. Each new residential and non-residential development pays an impact fee based on
ATTACHMENT 1 / ATTACHMENT C
Storm Drainage Impact Fee Nexus Study 35 February 2026
City of Costa Mesa
the amount of impervious area it is expected to add to the Santa Ana Watershed. This calculation
is shown in Table 3-7 and Table 3-8.
Requirement 5: Determine how there is a reasonable relationship between the amount of the
fee and the cost of the public facility or portion of the public facility attributable to the
development on which the fee is imposed.
The storm drainage improvements required to ensure new development in the Santa Ana
Watershed service area has sufficient capacity to convey stormwater runoff are shown in Table
3-1. Land use projections were identified for the buildout of the City and impervious acres were
calculated based on the estimated impervious factors for the various land uses as shown in Table
3-3.
To ensure that each land use only pays their fair share of the storm drainage improvements in the
Santa Ana Watershed, based on their impervious acres generated, the total system valuation
including existing improvements and identified necessary future improvements were spread to the
total impervious acres in the Santa Ana Watershed as shown in Table 3-7, to calculate the
maximum justifiable fee per impervious acre. The calculation to spread the fair share system costs
per impervious acre over the various land uses is shown in Table 3-8. The fee methodology ensures
that each land use only pays for their fair share of capacity in the storm drainage system based on
the amount of impervious acres estimated for that land use.
New development accounts for approximately 5.98% of the buildout acres of impervious surface
area therefore, new development is funding 5.98% of the total buildout storm drainage network
valuation (5.98% of $203.1M which equals $12.1 million). This reflects the proportional share
attributable to growth. Therefore, new development is projected to fund approximately $12.1
million of the total $47.5 million in programmed facility improvements. The remaining $35.42
million in required funding will be derived from a combination of other funding sources including
but not limited to general fund contributions, special tax assessments and grants as shown in Table
3-10.
ATTACHMENT 1 / ATTACHMENT C
Storm Drainage Impact Fee Nexus Study 36 February 2026
City of Costa Mesa
Section 4 NEWPORT BAY WATERSHED STORM
DRAINAGE FEE
BACKGROUND
The City has two major watersheds, the Santa Ana and Newport Bay Watersheds. This section
focuses specifically on the Newport Bay Watershed.
The Newport Bay Watershed Storm Drainage Fee is collected for the purpose of maintaining and
expanding the capacity of the City’s storm drainage system within the Newport Bay Watershed.
The Newport Bay Watershed Storm Drainage Fee is calculated using the System Plan Method.
The System Plan Method uses an integrated system methodology where the total storm drainage
system cost (existing facilities plus future improvements) is divided by the total storm drainage
demand, expressed in impervious acres, on the system (existing users and future users). Under this
approach, new development funds the expansion of facilities at a proportional rate to the facilities
funded by existing development. By definition, the System Plan Method ensures that no facility
deficiencies are spread to future development. In other words, if a deficiency exists in the current
facility standards, new development is only required to buy into the existing storm drainage system
capacity and fund their fair share of the future storm drainage facilities at the same cost per
impervious acre as existing development, and the deficiency must be rectified by funding outside
of the fee program. Future Development within the City will pay a storm drainage impact fee at
building permit issuance to buy into the City’s existing storm drainage system and to fund their
fair share of the system expansion projects described in this section.
The Storm Drain Master Plan subdivided the City into four subareas for the purpose of modeling
a 25-year/24-hour storm event using a rain-on-grid approach in accordance with the Orange
County Hydrology Manual. Using the results of the modeling of each subarea, the Storm Drain
Master Plan recommended improvements for each model area focusing on flood control and
proposing sustainable design methodologies and/or green infrastructure. The East (north), East
(south) and a portion of the West subareas are within the Newport Bay regional watershed and the
Storm Drain Master Plan modelling identified fifteen (15) proposed drainage improvement
projects to mitigate flooding in conjunction with the existing storm drainage system. These
improvements are comprised of construction of new pipes, upsizing of existing pipes, replacement
of existing pipes to maintain stormwater capacity and regional stormwater quality improvements.
A total of 2% of the costs associated with the corrugated metal pipe replacement has been removed
to account for the overlap in linear footage associated with planned upsizing projects. The
proposed facilities in the fee program are system backbone improvements that serve the Newport
Bay Watershed and do not include on-site infrastructure required by specific development projects.
Each development project will be required to construct the specific on-site improvements required
to serve their project.
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SERVICE POPULATION
Demand for services and the associated facilities for storm drainage facilities are based on the
additional impervious acreage that will be generated by new growth in the City through buildout.
Impervious surfaces are those that do not allow water to pass through. Impervious acreage is used
in the calculation of the Storm Drainage Fee to ensure the relationship between the planned storm
drainage facilities the fee will be expended on is related to the impact new development will have
on the storm drainage system.
COST SUMMARY AND CIP
The Newport Bay Watershed Storm Drainage Fee will fund the expansion of storm drainage
facilities in the Newport Bay Watershed. Table A-1 in Appendix A will also serve as the Newport
Bay Watershed Storm Drainage Fee Capital Improvement Plan (CIP) list as required by AB 602,
which includes the facilities shown in Table 4-1 which summarizes the future Newport Bay
Watershed storm drainage facilities and project costs identified in the Storm Drain Master Plan.
Costs were developed based on the current market on a linear foot basis and include costs for
excavation, shoring, bedding, backfill, compaction, removal of excess material, trench resurfacing
as well as contingency costs for mobilization, engineering design, surveying, traffic control,
environmental permitting, and construction management. Table 4-2 summarizes the City’s
existing storm drainage facilities and estimated value within the service area of the Newport Bay
Watershed, derived from the hydraulic model utilized in the development of the Storm Drain
Master Plan.
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Table 4-1: Newport Bay Watershed Future Improvements Summary
Facility Description Total Cost
North East Zone
West Side Line E1N Install 51 Inch RCP (w/ Surface Restoration) and Appurtenant Facilities 3,500,456.16$
La Salle Avenue Line E2N Install 18, 24, 30, & 60 Inch RCP (w/ Surface Restoration)3,298,726.39$
Drake Avenue Line E3N Install 18 & 24 Inch RCP (w/ Surface Restoration)949,313.22$
Subtotal North East Zone Storm Drainage Improvements 7,748,495.77$
South East Zone
Santa Ana Ave. Central Line E1s Install 18, 24, 36, 48, & 72 Inch RCP (w/ Surface Restoration)18,519,864.76$
Northwest of E1s Line E2s Install 18, 24, 36, & 42 Inch RCP (w/ Surface Restoration)3,620,480.35$
Orange Ave/ Central Line E3s Install 18, 42, 60, & 84 Inch RCP (w/ Surface Restoration)10,143,889.95$
East side of Newport Coast Line E4s Install 18, 24, 36, & 42 Inch RCP (w/ Surface Restoration)5,127,020.81$
Del Mar Avenue Line E5s Install 42-inch RCP (w/ Surface Restoration)886,897.51$
Irvine Avenue Line E6s Install 12, 18, & 24 Inch RCP (w/ Surface Restoration)2,560,908.81$
E 18th Street Line E7s Install 12 & 18 Inch RCP (w/ Surface Restoration)324,960.21$
Subtotal Storm Drainage Improvements 41,184,022.40$
West Zone
Pomona/17th Storm Drain - Local Alternatives Line W4 Install 18 & 36 Inch RCP (w/ Surface Restoration)6,356,678.06$
East of Harbor Blvd. Line W5 Install 18 & 36 Inch RCP (w/ Surface Restoration)1,542,318.94$
Subtotal Storm Drainage Improvements 7,898,997.00$
Regional Stormwater Quality Improvements
Lions Park Water Quaility Improvements to Meet MS4 Regulations 2,924,000.00$
Hydrodynamic Seperator - Harper Park/18th Street Hydrodynamic Seperator 450,000.00$
Subtotal Regional Stormwater Quality Improvements 3,374,000.00$
Corrugated Metal Pipe Replacement
Various Locations 2 Replace Corrugated Metal Pipe Like in Kind to Retain Water Quality 4,793,180.00$
Subtotal Corrugated Metal Pipe Replacement Improvements 4,793,180.00$
Total Newport Bay Watershed Storm Drainage Improvements 64,998,695.17$
Notes:
1 Future facilities and associated costs derived from the City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
Source:
City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
ATTACHMENT 1 / ATTACHMENT C
Storm Drainage Impact Fee Nexus Study 40 February 2026
City of Costa Mesa
Table 4-2: Newport Bay Watershed Existing Facility Inventory and Summary
Pipe Size (1)
Linear Footage
/ Quantity Unit Cost (2)Total Cost
Existing Pipes
18-Inch 25,275.27 452.52$ 11,437,500.49$
20-Inch 253.55 451.36$ 114,439.24$
21-Inch 2,583.61 473.92$ 1,224,437.49$
24-Inch 23,700.74 514.22$ 12,187,502.24$
26-Inch 172.40 586.76$ 101,158.05$
27-Inch 1,376.81 609.33$ 838,931.77$
30-Inch 8,399.91 586.22$ 4,924,162.53$
33-Inch 6,122.81 744.74$ 4,559,892.20$
36-Inch 14,418.01 658.21$ 9,490,038.50$
39-Inch 1,215.43 880.15$ 1,069,755.21$
42-Inch 6,640.36 925.60$ 6,146,346.66$
45-Inch 3,044.39 1,015.55$ 3,091,737.78$
48-Inch 13,127.00 1,069.59$ 14,040,468.34$
51-Inch 2,808.22 1,150.96$ 3,232,147.39$
54-Inch 17,665.16 1,234.14$ 21,801,258.17$
57-Inch 3,339.12 1,286.37$ 4,295,331.98$
60-Inch 6,451.98 1,522.10$ 9,820,586.89$
63-Inch 1,138.82 1,421.77$ 1,619,140.02$
66-Inch 6,128.83 1,489.48$ 9,128,743.75$
69-Inch 1,750.00 1,557.18$ 2,725,065.79$
72-Inch 2,411.34 1,707.23$ 4,116,692.72$
78-Inch 1,867.00 1,760.29$ 3,286,463.20$
84-Inch 1,503.72 2,126.83$ 3,198,160.28$
Subtotal Newport Bay Watershed Existing Pipes 132,449,960.69$
Existing Structures
Curb Inlets 607.00 22,000.00$ 13,354,000.00$
Drop Inlets 36.00 22,000.00$ 792,000.00$
Grate Inlet 32.00 22,000.00$ 704,000.00$
Inlet 26.00 22,000.00$ 572,000.00$
Headwall 4.00 8,000.00$ 32,000.00$
Junction 279.00 15,000.00$ 4,185,000.00$
Manhole 302.00 15,000.00$ 4,530,000.00$
Outlet 52.00 8,000.00$ 416,000.00$
Subtotal Newport Bay Watershed Existing Structures 24,585,000.00$
Total Newport Bay Watershed Existing Storm Drainage Improvements 157,034,960.69$
Notes:
1 Existing storm drainage pipe diamaters and lengths derived from the City of Costa Mesa's GIS Database maintained by the Public Works Department.
2 Existing facilities costs per unit derived from the City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
Source:
City of Costa Mesa Public Works Department.
City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
ATTACHMENT 1 / ATTACHMENT C
Storm Drainage Impact Fee Nexus Study 41 February 2026
City of Costa Mesa
FEE METHODOLOGY
The Newport Bay Watershed Storm Drain Fee uses the System Plan methodology for calculating
the fee. As stated in the “Impact Fee Nexus Study Template” prepared for the California
Department of Housing and Community Development by Terner Center for Housing Innovation
at UC Berkeley, the System Plan Method “Estimates the costs for an integrated system of existing
and future facilities.”
In order to distribute the share of storm drainage system costs to each land use type, the total storm
drainage demand of the Newport Bay Watershed through buildout must be calculated. The storm
drainage demand factors in terms of impervious acres were sourced from the Storm Drain Master
Plan. These demand factors are summarized in Table 4-3.
Table 4-3: Impervious Factors
The estimated impervious factors per acre for each land use are then multiplied by the existing
land use in the Newport Bay Watershed to calculate existing impervious acres in the Newport Bay
Watershed as shown in Table 4-4. These impervious acres are added to future development’s
impervious acres as shown in Table 4-5 to determine the total impervious acres in the Newport
Bay Watershed as shown in Table 4-6.
Land Use
Estimated Impervious
Factor per Acre
Residential
Low Density Residential 0.50
Medium Density Residential 0.70
High Density Residential 0.80
Non-Residential
Commercial 0.90
Industrial 0.90
Notes:
1
Source:
City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
Impervious Factors based on the City of Costa Mesa 2024 Storm
Drainage Master Plan prepared by Q3.
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Table 4-4: Existing Newport Bay Watershed Impervious Acres
Table 4-5: Future Newport Bay Watershed Impervious Acres
Land Use
Estimated Impervious
Factor per Acre Acres Impervious Acres
Residential
Low Density Residential 0.50 1,090.43 545.21
Medium Density Residential 0.70 716.04 501.23
High Density Residential 0.80 73.94 59.15
Subtotal Residential 1,105.59
Non-Residential
Commercial 0.90 859.45 773.51
Industrial 0.90 336.34 302.71
Subtotal Non-Residential 1,076.22
Total Existing Newport Bay Watershed Impervious Acres 2,181.81
Notes:
1
Source:
City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
Impervious Factors based on the City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
Land Use
Estimated Impervious
Factor per Acre Acres Impervious Acres
Residential
Low Density Residential 0.50 -100.60 -50.30
Medium Density Residential 0.70 -267.93 -187.55
High Density Residential 0.80 390.61 312.49
Subtotal Residential 74.64
Non-Residential
Commercial 0.90 -189.98 -170.98
Industrial 0.90 409.11 368.20
Subtotal Non-Residential 197.22
Total Future Newport Bay Watershed Impervious Acres 271.86
Notes:
1
Source:
City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
Impervious Factors based on the City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
ATTACHMENT 1 / ATTACHMENT C
Storm Drainage Impact Fee Nexus Study 43 February 2026
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Table 4-6: Buildout Newport Bay Watershed Impervious Acres
Land Use
Estimated Impervious
Factor per Acre Acres Impervious Acres
Residential
Low Density Residential 0.50 989.83 494.91
Medium Density Residential 0.70 448.11 313.68
High Density Residential 0.80 464.55 371.64
Subtotal Residential 1,180.23
Non-Residential
Commercial 0.90 669.47 602.53
Industrial 0.90 745.45 670.91
Subtotal Non-Residential 1,273.44
Total Buildout Newport Bay Watershed Impervious Acres 2,453.67
Notes:
1
Source:
City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
Impervious Factors based on the City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
ATTACHMENT 1 / ATTACHMENT C
Storm Drainage Impact Fee Nexus Study 44 February 2026
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The total Newport Bay Watershed storm drainage system valuation is calculated by taking the
City’s existing storm drainage improvements for the Newport Bay Watershed and adding in the
planned storm drainage improvements for the Newport Bay Watershed. The cost per impervious
area is calculated by dividing the total Newport Bay Watershed system valuation by the total
impervious acres in the Newport Bay Watershed through buildout. Table 4-7 calculates the
maximum justifiable fee per impervious acre.
Table 4-7: Newport Bay Watershed Improvements Maximum Justifiable Cost per
Impervious Acre Calculation
FEE SUMMARY
The Newport Bay Watershed Storm Drainage Fee is based on new development’s fair share of the
facilities identified for the Newport Bay Watershed in the Storm Drain System Master Plan and to
buy-in to the City’s existing storm drainage facilities for the Newport Bay Watershed.
The Newport Bay Watershed Storm Drainage Fee is calculated using the cost per impervious acre
from Table 4-7. The Newport Bay Watershed Storm Drainage Fee per impervious acre is then
multiplied by the impervious factor for each land use to calculate a fee per acre. Table 4-8
summarizes the Newport Bay Watershed Storm Drainage Fee.
Description Value
Estimated Future Newport Bay Watershed Project Costs (1)
North East Zone 7,748,496$
South East Zone 41,184,022$
West Zone 7,898,997$
Regional Water Quality Projects 3,374,000$
Corrugated Metal Pipe Replacement 4,793,180$
Total Newport Bay Watershed Storm Drainage Improvements 64,998,695$
Existing Pipes (2) (3)157,034,961$
Total Newport Bay Watershed System Value 222,033,656$
Total Impervious Acres at Buildout 2,453.67
Maximum Justifiable fee per Impervious Acre 90,490$
Notes:
1
2
3
Source:
City of Costa Mesa Public Works Department.
City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
Existing facilities costs per unit derived from the City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
Future facilities and associated costs derived from the City of Costa Mesa 2024 Storm Drainage Master Plan prepared by Q3.
Existing storm drainage pipe diameters and lengths derived from the City of Costa Mesa's GIS Database maintained by the
Public Works Department.
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Table 4-8: Newport Bay Watershed Storm Drainage Fee
FEE APPLICABILITY
The Newport Bay Watershed Storm Drainage Fee is imposed on future development in the
following cases:
1. New development proposes an improvement, addition or major alteration to an existing
structure or construction of an accessory structure, in any form, where the aggregate gross
impervious percentage of the parcel as a result of such improvement exceeds the
impervious factor for that land use, as shown in Table 4-3. The additional impervious gross
square footage of the parcel exceeding the impervious factor for that land use is subject to
a drainage fee based on the following formula:
a. Fee = Gross acreage exceeding the impervious factor threshold for that land use
acreage x Fee per Impervious Acre
2. New development proposed on vacant land is subject to a drainage fee based on the
following formula:
a. Fee = Gross Parcel Acreage x Fee per Land Use
3. For land use changes, where the impervious factor for the future land uses as identified in
Table 3-3 is greater than the impervious factor of the existing land use as identified in
Table 3-3, the development is subject to a drainage fee based on the following formula:
a. Fee = (Drainage Fee per Acre of Future Land Use – Drainage Fee per Acre of
Existing Land Use) x Gross Parcel Acreage
The Newport Bay Watershed Storm Drainage Fee is not imposed on future development in the
following cases:
1. For accessory dwelling units (ADU) less than 750 square.
Land Use
Fee Per Impervious
Acre
Impervious
Factor
Fee per
Acre
Administration
Fee (5%)
Total Fee per
Acre
Residential
Low Density Residential 90,490$ 0.50 45,245$ 2,262$ 47,507$
Medium Density Residential 90,490$ 0.70 63,343$ 3,167$ 66,510$
High Density Residential 90,490$ 0.80 72,392$ 3,620$ 76,012$
Non-Residential
Commercial 90,490$ 0.90 81,441$ 4,072$ 85,513$
Industrial 90,490$ 0.90 81,441$ 4,072$ 85,513$
ATTACHMENT 1 / ATTACHMENT C
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2. For reconstruction of existing structures in the event of a disaster where the reconstruction
does not increase the impervious area of the parcel.
3. For land use changes where the impervious coefficient for the future land use as identified
in the Master Plan of Drainage is less than the impervious coefficient of the existing land
use.
CAPITAL IMPROVEMENT PROJECTS AND REVENUE PROJECTIONS
Table 4-9 summarizes the potential fee revenue from the projected future development identified
in Table 4-5. The revenue collected from the Newport Bay Watershed Storm Drainage Fee will
be available to expand the Newport Bay Watershed’s storm drainage system to meet the needs of
new residents in the Newport Bay Watershed.
Table 4-9: Projected Newport Bay Watershed Storm Drainage Fee Revenue
Table A-1 in Appendix A will also serve as the Storm Drainage Fee CIP list as required by AB
602, which includes the facilities shown in Table 4-1. Table 4-1 identifies the planned of the
facilities that will be funded in part by the Newport Bay Watershed Storm Drainage Fee. These
facilities were identified in the Storm Drain Master Plan as necessary to serve the Newport Bay
Watershed at buildout. The City will use the CIP facilities identified here to guide their five-year
Capital Improvement Plan budget based upon City needs and timing of securing adequate revenue.
Table 4-10 details the proportional allocation of Newport Bay Watershed Storm Drainage fee
revenue from the projected future development shown in Table 4-5 to the proposed Newport Bay
Watershed Storm Drainage facilities shown in Table 4-1.
Table 4-10: Proportional Allocation of Anticipated Fee Revenue to Proposed Santa Ana
Watershed Storm Drainage Facilities
Land Use
Proposed
Fee
Anticipated
Growth
(Acres)
Anticipated Fee
Collection at
Buildout (1)
Administration
Fee
Unallocated
Existing Fund
Balance
Total Anticipated Fee
Collection at
Buildout (1)
Newport Bay Watershed 90,490$ 272$ 24,600,611$ 1,230,031$ 245,955$ 26,076,597$
Total 26,076,597$
Notes:
1 Total anticipated fee revenue may differ slightly from cost attributable to fee program due to rounding.
Description
Impervious
Acres
Proportion of
Impervious Acres
Proportional Share of
Buildout Facilities (1)
Anticipated Buildout
Facilties Funding (2)
Anticipated Funding
Share of Buildout
Facilities CIP Funding (2) (3)
Existing Development 2,181.81 88.92%197,432,927.28$ 197,433,044.46$ 88.92%40,398,083.77$
Future Development 271.86 11.08%24,600,728.57$ 24,600,611.40$ 11.08%24,600,611.40$
Total 2,453.67 100.00%222,033,655.86$ 222,033,655.86$ 100.00%64,998,695.17$
Notes:
1 The proportional share of buildout facilities derived by multiplying the proportion of impervious acres generated by the buildout storm drainage system valuation.
2
3 Future development's fair share of the CIP will not be utilized to rectify any deficiencies in the City's existing facilities.
Existing Development's fair share of the CIP projects will be derived from a combination of general fund contributions, grants, sales tax measures or other eligible funding sources as
established by the City.
ATTACHMENT 1 / ATTACHMENT C
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EXISTING AND PROPOSED LEVEL OF SERVICE
AB 602 states, “When applicable, the nexus study shall identify the existing level of service for
each public facility, identify the proposed new level of service and include an explanation of why
the new level of service is appropriate.” The required findings are as follows.
Identification of the Existing Level of Service
A standard of service refers to adopted policies in law or practice that are either in place for a
particular service or are intended to be. There must be sufficient capacity in the storm drainage
systems to provide a consistent level of service for all customers at the appropriate service
standard. When the existing standards of service are not being met, a deficiency exists.
Per the City’s Storm Drainage Master Plan adopted in 2024, the City maintains a storm drainage
system that outfalls in two locations, the Santa Ana Rive and Newport Bay. These drainage sheds
are further divided into four subareas, north, west, east (north) and east (south). The City conveys
stormwater from these subareas to the outfall locations utilizing open channels, closed conduits,
catch basins, laterals, manholes, pump stations, and other related facilities. The total length of
existing pipelines is approximately 65,150 linear feet or approximately 12.34 miles. As described
in the 2024 Storm Drainage Master Plan, a majority of the City’s existing storm drainage network
does not have the capacity to accommodate stormwater flows under 25-year storm events. The
specific locations where the City is not able to accommodate the stormwater runoff from a 25-year
storm event is summarized in Appendix C and Appendix D of the 2024 Storm Drainage Master
Plan. The upgrade of the storm drainage infrastructure to accommodate the 25-year storm event
under current conditions will be funded by existing development’s fair share of the Storm Drainage
Master Plan’s CIP.
Identification of the Proposed Level of Service and Rationale
The Government Code states that the Nexus Study, if appropriate, shall identify the proposed new
level of service and include an explanation of why the new level of service is appropriate. Under
the System Plan Methodology, the City’s storm drainage level of service is defined as meeting the
capacity requirements for a 25-year/24-hour design storm event using a rain-on-grid approach, as
established in the Orange Cunty Hydrology Manual, while also ensuring the protection of property
and maintaining one “dry” lane of travel within a street to allow for emergency vehicles to have
access for collector streets and two “dry” lanes for major arterial streets. Under this approach, the
City’s storm drainage fee is based on an integrated system of existing and planned storm drain
facilities, with the future standard attributable to new development calculated by dividing the value
of the existing system plus the cost of planned improvements by total horizon-year impervious
acres.
ATTACHMENT 1 / ATTACHMENT C
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Utilizing the proposed level of service is appropriate because:
• It establishes a consistent cost per impervious acres for both existing and future
development.
• It ensures new development contributes its proportional fair share of the storm drainage
facilities required to mitigate the additional runoff generated by future increases in
impervious surface area.
• If new development did not provide funding to mitigate their storm water runoff at the
same cost per impervious acre as the costs attributable to existing development, the level
of service would decrease citywide and negatively impact both existing and future
development through an increase in flood events.
• The System Plan Methodology ensures that new development is not required to remedy
existing deficiencies.
Because the proposed City of Costa Mesa’s Newport Bay Watershed Storm Drainage fee is
utilizing the System Plan Methodology, which calculates the proposed fee utilizing the total value
of the existing improvements plus the cost of future improvements and subsequently dividing by
the total impervious acres at buildout, future development funds an integrated system of facilities
at the future standard applicable to new development. Since the System Plan Method spreads the
totality of storm drainage improvements based on the total impervious acres at the horizon year,
existing deficiencies are by definition not being spread to future development and new
development is not funding a higher level of service that is applied to existing development.
Existing deficiencies identified in Appendix C and Appendix D of the 2024 Storm Drainage
Master Plan are not attributable to new development and therefore are not included in the
proportional share assigned to future development. New development will fund only its fair share
of system expansions needed to serve horizon-year impervious acreage. This proportionate share
of the systemwide improvements attributed to existing development, approximately 88.92% of the
future improvements as shown in Table 4-10,will be funded by a combination of alternative
funding sources including but not limited to, the City’s General Fund, grants and special tax
assessments.
The planned capital projects in Table 4-1 were identified in the Storm Drainage Master Plan to
either maintain existing levels of service as growth occurs or to not perpetuate deficiencies.
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NEXUS REQUIREMENT SUMMARY
AB 1600 requires that public agencies satisfy five requirements when establishing, increasing, or
imposing a fee as a condition of approval of a development project. The required findings are as
follows.
Requirement 1: Identify the purpose of the fee.
The purpose of the Newport Bay Watershed Storm Drainage Fee is to fund the facilities that are
necessary to convey stormwater runoff from the increased impervious area created by future
development in the Newport Bay Watershed to the outfall in Newport Bay. To accommodate this
increased stormwater runoff, new facilities must be built and/or existing facilities expanded as
identified in the 2024 Storm Drain Master Plan and shown in Appendix A, as amended under
Government Code 66002.
Requirement 2: Identify the use of the fee.
The Newport Bay Watershed Storm Drainage Fee will be used to fund a portion of the storm
drainage projects shown in Table 4-1. These storm drainage projects were identified in the Storm
Drain Master Plan as the facilities required to mitigate the impact of new development in the
Newport Bay Watershed to ensure that the new development would have adequate capacity in the
storm drainage system to handle the additional stormwater runoff.
Requirement 3: Determine how there is a reasonable relationship between the fee’s use and the
type of development project on which the fee is imposed.
The Newport Bay Watershed Storm Drainage Fee will be used to fund a portion of the new storm
drainage facilities and improvements identified in the Storm Drain Master Plan for the Newport
Bay Watershed as shown in Appendix A, as amended under Government Code 66002. The fee for
each development project is calculated based on the estimated impervious area added by each land
use type. This correlation ensures that the fee is equal to the stormwater runoff generated by that
specific land use. The EDU calculations based on the impervious factor for each land use are
shown in Table 4-3. The fee calculations are shown in Table 4-7 and Table 4-8.
Requirement 4: Determine how there is a reasonable relationship between the need for the
public facility and the type of development project on which the fee is imposed.
New development requires sufficient capacity in the storm drainage system to convey stormwater
runoff created by the increased impervious area within the Newport Bay Watershed. Ensuring
there is sufficient capacity to accommodate stormwater runoff in the Newport Bay Watershed
storm drainage system requires the construction of new storm drainage lines or upsizing existing
storm drainage lines. Each new residential and non-residential development pays an impact fee
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based on the amount of impervious area it is expected to add to the Newport Bay Watershed. This
calculation is shown in Table 4-7 and Table 4-8.
Requirement 5: Determine how there is a reasonable relationship between the amount of the
fee and the cost of the public facility or portion of the public facility attributable to the
development on which the fee is imposed.
The storm drainage improvements required to ensure new development in the Newport Bay
Watershed service area has sufficient capacity to convey stormwater runoff are shown in Table
4-1. Land use projections were identified for the buildout of the City and impervious acres were
calculated based on the estimated impervious factors for the various land uses as shown in Table
4-3.
To ensure that each land use only pays their fair share of the storm drainage improvements in the
Newport Bay Watershed, based on their impervious acres generated, the total system valuation
including existing improvements and identified necessary future improvements were spread to the
total impervious acres in the Santa Ana Watershed as shown in Table 4-7, to calculate the
maximum justifiable fee per impervious acre. The Newport Bay Watershed storm drainage fee
calculation to spread the fair share system costs per impervious acre over the various land uses is
shown in Table 4-8. The fee methodology ensures that each land use only pays for their fair share
of capacity in the storm drainage system based on the amount of impervious acres estimated for
that land use.
New development accounts for approximately 11.08% of the buildout acres of impervious surface
area therefore, new development is funding 11.08% of the total buildout storm drainage network
valuation (11.08% of $222M which equals $24.6 million). This reflects the proportional share
attributable to growth. Therefore, new development is projected to fund approximately $24.6
million of the total $65 million in programmed facility improvements. The remaining $40.4 million
in required funding will be derived from a combination of other funding sources including but not
limited to general fund contributions, special tax assessments and grants as shown in Table 4-10.
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Section 5 IMPLEMENTATION AND ADMINISTRATION
IMPLEMENTATION
According to the California Government Code, prior to levying a new fee or increasing an existing
fee, an agency must hold at least one open and public meeting with at least 30 days’ notice. In
addition, notice of the time and place of the meeting, including a general explanation of the matter
to be considered, and a statement that the data required by this section is available, shall be mailed
at least 14 days prior to the meeting to any interested party who files a written request with the
local agency for mailed notice of the meeting on new or increased fees or service charges. Any
written request for mailed notices shall be valid for one year from the date on which it is filed
unless a renewal request is filed.
At least ten days prior to the meeting, the agency must make data on infrastructure costs and
funding sources available to the public. Notice of the time and place of the meeting and a general
explanation of the matter are to be published in accordance with Section 6062a of the Government
Code, which states that publication of notice shall occur for ten days in a newspaper regularly
published once a week or more. Two publications, with at least five days intervening between the
dates of first and last publication not counting such publication dates, are sufficient. The period of
notice commences upon the first day of publication and terminates at the end of the tenth day,
including therein the first day.
The new or increased fees shall be effective no earlier than 60 days following the final action on
the adoption or increase of the fees. Following adoption of the fees, the fees and supporting
information must be placed on the City’s website.
FEE PROGRAM ADMINISTRATIVE REQUIREMENTS
The Government Code requires the City to report every year and every fifth-year certain financial
information regarding the fees. The City must make available within 180 days after the last day of
each fiscal year the following information from the prior fiscal year:
1. Brief description of the type of fee in the account or fund
2. Amount of the fee
3. Beginning and ending balance in the account or fund
4. Amount of fees collected, and the interest earned during the previous year
5. Identification of each public improvement for which fees were expended and the amount
of expenditures, including the total percentage of the cost of the public improvement that
was funded with fees
6. An identification of an approximate date by which the construction of the public
improvement will commence if the local agency determines that sufficient funds have been
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collected to complete financing on an incomplete public improvement and the public
improvement remains incomplete
7. Description of each interfund transfer or loan made from the account, including the public
improvement on which the transferred or loaned fees will be expended, and when each loan
will be repaid and the rate of interest the account will receive on the loan
8. Identification of any refunds made once determined that sufficient monies have been
collected to fund fee-related projects
On October 11, 2023, California Governor Gavin Newson signed into law AB 516 which amended
certain portions of the Mitigation Fee Act related to the annual and five-year reporting
requirements. Under AB 516, Requirements 6 and 8 have been expanded to include the following:
6a. Identification of each public improvement identified in the previous report and whether
construction began on the approximate date noted
6b. For previously identified projects that did not start construction on the approximate
date in the previous report, the reason for the delay and a revised approximate date that
the local agency will commence construction, if applicable
8a. For any refunds made, the number of persons or entities identified to receive those
refunds
The City must make this information available for public review and must also present it at the
next regularly scheduled public meeting not less than 15 days after this information is made
available to the public.
For the fifth fiscal year following the first deposit into the account or fund, and every five years
thereafter, the City must make the following findings with respect to any remaining funds in the
fee account, regardless of whether those funds are committed or uncommitted:
1. Identify the purpose to which the fee is to be put.
2. Demonstrate a reasonable relationship between the fee and the purpose for which it
is charged.
3. Identify all sources and amounts of funding anticipated to complete financing any
incomplete improvements.
4. Designate the approximate dates on which funding in item (3) above is expected to be
deposited into the fee account.
As with the annual disclosure, the five-year report must be made public within 180 days after the
end of the City’s fiscal year and must be reviewed at the next regularly scheduled public meeting.
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FEE ADJUSTMENT PROCEDURES
The City of Costa Mesa Storm Drainage fees may be adjusted periodically to reflect revised facility
requirements, receipt of funding from alternative sources (i.e., state or federal grants), revised
facilities or costs, changes in demographics, changes in the average unit square footage, or changes
in the land use plan. In addition, the fees will be automatically updated each year on July 1st based
on the percentage change in the California Construction Cost Index (CCI) from May of the
previous year to the most recent May. The base index for the next update shall be the May 2026
CCI.
TIMING OF PAYMENT
Storm drainage fees will be collected pursuant to Title 15-71 of the City of Costa Mesa Municipal
Code.
DESIGNATED RESIDENTIAL PROJECTS DEFERRED FEE PAYMENTS
California Senate Bill 937 (SB 937), which became effective on January 1, 2025, significantly
delays the collection of fees for residential projects defined as “Designated Residential
Development Projects.” Specifically, SB 937 states that public agencies may not impose
development impact fees on Designated Residential Development Projects until the project
receives a Certificate of Occupancy or Temporary Certificate of Occupancy. Furthermore, local
agencies may not charge interest on the delayed fee payments for such projects; rather, the fees
must reflect the fee amount in place at the time the project’s building permits are issued. In
addition, the bill extends housing entitlements by 24 months for projects with entitlements issued
prior to January 1, 2024, and set to expire on or before December 21, 2025.
SB 937 was designed to incentivize housing production by mitigating the effects of rising
construction costs and interest rates, which hinder the financial feasibility of new housing projects.
By deferring fee payments with zero interest, SB 937 can help t o incentivize housing developers,
who must demonstrate financial feasibility to investors and lending institutions before receiving
necessary funding. Additionally, by extending entitlements, the bill allows developers more time
to raise funding before constructing the project. By providing these incentives to developers, the
bill strives to increase housing production, allowing local jurisdictions to fulfill their housing goals.
Housing projects must meet one of the following conditions to be considered a Designated
Residential Development Project:
1. 100% of residential units (excluding the manager’s unit) are reserved for low-income
households.
2. The project meets the requirements regarding a Low Barrier Navigation Center
Developments, per Government Code Section 65662.
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3. The project is approved by a local government and meets all site-specific criteria,
affordability criteria, and objective development standards pertaining to affordable housing
developments located in commercial zones or mixed-income housing developments along
commercial corridors, as specified by Article 2 (commencing with Section 65912.110) or
Article 3 (commencing with Section 65912.120) of Chapter 4.1 of the Government Code.
4. The project is subject to a streamlined ministerial approval process, per Government Code
Section 65913.4.
5. The project meets the criteria specified in the Affordable Housing on Faith and Higher
Education Lands Act of 2023 (SB4)
6. The project is entitled to a Density Bonus, per Government Code Section 65915.
7. The project features 10 or fewer units.
Although fees are deferred for Designated Residential Development Projects until the project
receives a Certificate of Occupancy or Temporary Certificate of Occupancy, it is important to note
that public agencies may still collect utility service fees afte r receiving an application for utility
services. In addition, developers may be required to pay development impact fees prior to the
Certificate of Occupancy if construction does not commence within five years of the building
permit issue date.
CREDITS AND REIMBURSEMENT POLICIES
The City may provide fee credits or reimbursements to developers who dedicate land or construct
eligible facilities. Fee credits or reimbursements will be handled pursuant to Title 15-70 of the City
of Costa Mesa Municipal Code.
PROGRAMMING REVENUES WITH THE CIP
The City should maintain its Capital Improvement Program (CIP) to adequately plan for future
infrastructure needs. The CIP should commit all projected fee revenues and fund balances to
specific projects that are necessary to serve growth. The CIP provides documentation necessary
for the City to hold funds in a project account for longer than five years if necessary to collect
sufficient funds to complete a project. In addition, the CIP is required per AB 602. This report
outlines the projects that are to be funded with the fee program and details the CIP that will be
adopted in conjunction with the fee study.
Table A-1 in Appendix A serves as the City’s CIP list as required by AB 602, which includes the
facilities discussed in the previous chapters. The City will use the CIP facilities identified in
Appendix A to guide their five-year Capital Improvement Plan budgets based upon City needs and
timing of securing adequate revenue and will update the anticipated date of construction in the CIP
and the City’s AB 1600 annual and five-year reports in accordance with Government Code 66002.
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FEE REPORTING
Assembly Bill No. 1483, which became effective January 1, 2020, requires that public agencies make
the following information available on their website. The following information must be provided:
1. A current schedule of fees, exactions, and affordability requirements imposed by the city,
county, or special district, including any dependent special districts, of the city or county
applicable to a proposed housing development project, which shall be presented in a
manner that clearly identifies the fees, exactions, and affordability requirements that apply
to each parcel.
2. All zoning ordinances and development standards, which shall specify the zoning, design,
and development standards that apply to each parcel.
3. The list of information required to be compiled pursuant to Section 65940.
4. The current and five previous annual fee reports or the current and five previous annual
financial reports, that were required pursuant to AB 1600.
5. An archive of impact fee nexus studies, cost of service studies, or equivalent, conducted
by the city, county, or special district on or after January 1, 2018.
Any updates to the above information must be available within 30 days.
ACCESSORY DWELLING UNITS
An accessory dwelling unit (ADU) is a second unit that is attached or detached from a single-
family home. Assembly Bill No. 881 approved on October 9, 2019, prohibits charging impact fees
for an ADU that is less than 750 square feet. For an ADU that is 750 square feet or larger, storm
drainage fees will not be assessed a storm drainage fee unless the parcel’s impervious surface
exceeds the impervious factor for the parcels land use as the impervious surface area is accounted
for in the per acre fee.
SPECIALIZED DEVELOPMENT PROJECTS
The fees in this report may not apply to specialized development projects such as golf courses,
cemeteries, sports stadiums, or other specialized land uses. For specialized development projects
the City will review the development’s impacts to determine the applicable fees. The fee rates
presented in this Nexus Study may be reduced, exempted, or waived under certain circumstances
as determined by the City. Any exemption or reduction in fees will be based on the City’s
independent analysis and review of the subject property.
Some developments may include more than one land use type. In these cases, the fee is calculated
separately for each land use. The City has the discretion to impose the fees based on the specific
aspects of a proposed development regardless of zoning. The fee imposed should be based on the
land use type that most closely represents the impacts of the development.
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REBUILD OR EXPANSION PROJECTS
The applicability of storm drainage fees for rebuild or expansion projects will be handled pursuant
to Title 15-70 of the City of Costa Mesa Municipal Code.
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Appendix A: Capital Improvement Plan (CIP)
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Table A-1: Capital Improvement Plan (CIP)
Facility Total Cost
Fee Program
Funding
Funding from Other
Funding Sources (1)Location Description Planned Timing
Santa Ana Watershed Facilities
Harbor Blvd. Line N1 1,511,757.88$ 392,016.96$ 1,119,740.91$ N-1 Install 24 & 36 Inch RCP (w/ Surface Restoration)2031
Watson Avenue Line N2 1,760,864.86$ 456,613.39$ 1,304,251.46$ N-2 Install 18-inch RCP (w/ Surface Restoration)2033
McKinley Way Line N3 3,708,777.44$ 961,730.50$ 2,747,046.93$ N-3 Install 18, 30, & 36 Inch RCP (w/ Surface Restoration)2033
Wimbledon Way Line N4 1,656,265.63$ 429,489.56$ 1,226,776.07$ N-4 Install 18 & 36 Inch RCP (w/ Surface Restoration)2038
Iowa Street (Inlets Only) - East Side Line N4 450,234.92$ 116,751.32$ 333,483.60$ N-5 Install 18-inch RCP (w/ Surface Restoration)2038
Gisler Ave Line N6 613,751.14$ 159,153.04$ 454,598.10$ N-6 Install 18-inch RCP 2033
Iowa Street - West Side Line N7 75,387.50$ 19,548.88$ 55,838.62$ N-7 Catch Basin Inlets (28' L) 2039
Mesa Verde Dr. Line N8 1,038,999.40$ 269,425.02$ 769,574.39$ N-8 Install 18-inch RCP (w/ Surface Restoration)2033
Kornat Drive Line N9 69,275.00$ 17,963.84$ 51,311.16$ N-9 Catch Basin Inlets (21'L)2039
Fairview Park, Upper Canyon SD. Line W1 1,238,096.25$ 321,053.22$ 917,043.03$ W-1 Install 18-inch RCP 2030
Canyon Storm Drain Line W2 3,253,575.16$ 843,691.09$ 2,409,884.07$ W-2 Install 24, 36 & 48 Inch RCP (w/ Surface Restoration)2030
East Canyon Park Line W3 1,274,215.81$ 330,419.45$ 943,796.36$ W-3 Install 18, 24 & 36 Inch RCP (w/ Surface Restoration)2031
16th St./Newport Blvd. Line W6 1,098,031.03$ 284,732.63$ 813,298.41$ W-6 Install 30-inch RCP (w/ Surface Restoration)2038
19th & 18th Street SD Line W7 & W8 2,381,577.96$ 617,571.75$ 1,764,006.21$ W-7 & W-8 Install 18-inch RCP (w/ Surface Restoration)2031
Fairview Channel South Model Line W9 12,820,545.93$ 3,324,521.44$ 9,496,024.49$ W-9 Install 18, 24, 42, & 48 Inch RCP (w/ Surface Restoration)2034
West of Harbor Blvd. Line W10 1,099,321.26$ 285,067.20$ 814,254.06$ W-10 Install 18 & 24 Inch RCP (w/ Surface Restoration)2037
North of Fairview Channel Line W11 1,695,084.29$ 439,555.70$ 1,255,528.58$ W-11 Install 18, 24, & 48 Inch RCP (w/ Surface Restoration)2033
Regional Stormwater Quality Improvements Wilson Park 2,538,000.00$ 658,133.86$ 1,879,866.14$ Wilson Park Water Quality Improvements to Meet MS4 Regulations 2035
Regional Stormwater Quality Improvements Canyon Park 6,067,000.00$ 1,573,245.92$ 4,493,754.08$ Canyon Park Water Quality Improvements to Meet MS4 Regulations 2035
Hydrodynamic Separator - Placentia Avenue 560,900.00$ 145,448.10$ 415,451.90$ Placentia Avenue Hydrodynamic Separator 2035
Corrugated Metal Pipe Replacement 2,644,040.00$ 685,631.31$ 1,958,408.69$ Various Locations Replace Corrugated Metal Pipe Like in Kind to Retain Water Quality Annually Completed by 2040
Subtotal Santa Ana Watershed Facilities 47,555,701.44$ 12,331,764.18$ 35,223,937.26$
Newport Bay Watershed Facilities
West Side Line E1N 3,500,456.16$ 1,338,277.52$ 2,162,178.64$ EN-1 Install 51 Inch RCP (w/ Surface Restoration) and Appurtenant Facilities 2032
La Salle Avenue Line E2N 3,298,726.39$ 1,261,153.17$ 2,037,573.22$ EN-2 Install 18, 24, 30, & 60 Inch RCP (w/ Surface Restoration)2032
Drake Avenue Line E3N 949,313.22$ 362,936.85$ 586,376.36$ EN-3 Install 18 & 24 Inch RCP (w/ Surface Restoration)2032
Santa Ana Ave. Central Line E1s 18,519,864.76$ 7,080,425.41$ 11,439,439.35$ ES-1 Install 18, 24, 36, 48, & 72 Inch RCP (w/ Surface Restoration)2036
Northwest of E1s Line E2s 3,620,480.35$ 1,384,164.59$ 2,236,315.75$ ES-2 Install 18, 24, 36, & 42 Inch RCP (w/ Surface Restoration)2033
Orange Ave/ Central Line E3s 10,143,889.95$ 3,878,163.10$ 6,265,726.85$ ES-3 Install 18, 42, 60, & 84 Inch RCP (w/ Surface Restoration)2035
East side of Newport Coast Line E4s 5,127,020.81$ 1,960,137.88$ 3,166,882.93$ ES-4 Install 18, 24, 36, & 42 Inch RCP (w/ Surface Restoration)2031
Del Mar Avenue Line E5s 886,897.51$ 339,074.38$ 547,823.13$ ES-5 Install 42-inch RCP (w/ Surface Restoration)2037
Irvine Avenue Line E6s 2,560,908.81$ 979,074.31$ 1,581,834.50$ ES-6 Install 12, 18, & 24 Inch RCP (w/ Surface Restoration)2038
E 18th Street Line E7s 324,960.21$ 124,237.22$ 200,722.99$ ES-7 Install 12 & 18 Inch RCP (w/ Surface Restoration)2039
Pomona/17th Storm Drain - Local Alternatives Line W4 6,356,678.06$ 2,430,254.51$ 3,926,423.55$ W-4 Install 18 & 36 Inch RCP (w/ Surface Restoration)2030
East of Harbor Blvd. Line W5 1,542,318.94$ 589,651.94$ 952,667.00$ W-5 Install 18 & 36 Inch RCP (w/ Surface Restoration)2037
Regional Stormwater Quality Improvements - Lions Park 2,924,000.00$ 1,117,889.58$ 1,806,110.42$ Lions Park Water Quaility Improvements to Meet MS4 Regulations 2035
Hydrodynamic Seperator - Harper Park/18th Street 450,000.00$ 172,041.83$ 277,958.17$ Harper Park/ 18th Avenue Hydrodynamic Seperator 2035
Corrugated Metal Pipe Replacement 4,793,180.00$ 1,832,505.47$ 2,960,674.53$ Various Locations Replace Corrugated Metal Pipe Like in Kind to Retain Water Quality Annually Completed by 2040
Subtotal Newport Bay Watershed Facilities 64,998,695.17$ 24,849,987.77$ 40,148,707.40$
Total Planned Storm Drainage Facilities 112,554,396.61$ 37,181,751.95$ 75,372,644.66$
Notes:
1 Funding from other funding sources may include grant funding or general fund contributions.
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