HomeMy WebLinkAbout2025-10-28; City Council; 01; Revising the Sewer Benefit Area H BoundaryCA Review TL
Meeting Date: Oct. 28, 2025
To: Mayor and City Council
From: Geoff Patnoe, City Manager
Staff Contacts: Daniel Zimny, Utilities Senior Engineer
daniel.zimny@carlsbadca.gov, 442-339-2551
Keri Martinez, Utilities Principal Engineer
keri.martinez@carlsbadca.gov, 442-339-2354
Subject: Revising the Sewer Benefit Area H Boundary
Districts: 2, 3
Recommended Action
Adopt a resolution revising the Sewer Benefit Area H boundary in accordance with the 2025
Engineer’s Report for Sewer Benefit Area H.
Executive Summary
The City Council established 13 sewer benefit areas in 1991 to collect fees from future
developments. Developers within each of the benefit areas pay a sewer benefit fee based
on the number of homes or equivalent dwelling units they construct.1 The revenue is then
used to reimburse developers that previously constructed the sewer collection facilities
within the benefit area, or to provide funds for the city to construct the improvements if
necessary. (Resolution No. 91-21)
This staff report concerns Sewer Benefit Area H, which was last updated in 2010. The latest
engineering report, completed this year, recommends expanding the boundary of Area H to
include 77 additional parcels that are already served by Area H’s sewer facilities. The
engineering report also found that development within Area H will result in higher sewer
flows than previously projected, and that additional pipeline capacity will be needed to
accommodate this growth.
Staff recommend that the City Council approve the revised boundary for Sewer Benefit
Area H in accordance with the engineering report. Staff are also taking this opportunity to
advise the City Council of staff’s plan to use existing and future Area H fee revenues to
partially fund the Poinsettia Lane Sewer Line Capacity Improvements Project, which the City
Council previously approved in March 2025. (Resolution. No. 2025-072)
1 An equivalent dwelling unit is a unit of measure for the sewage generated from particular buildings, structures or
uses. One equivalent dwelling unit is equal to the approximate amount of sewage generated by an average single-
family residence.
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Staff are not proposing any changes to the current Sewer Benefit Area H fee amount.
In accordance with Carlsbad Municipal Code Section 13.10.080, the City Council may revise
sewer benefit area boundaries in accordance with an associated engineering report. The
use of Sewer Benefit Area H funds for the Poinsettia Lane Sewer Line Capacity
Improvements Project is authorized by and consistent with the City Council’s establishment
of Sewer Benefit Area Boundaries and Fees in Resolution No. 91-21.
Explanation & Analysis
Background
The growth areas served by the sewer benefit areas were delineated by the city’s 1986
General Plan, which provided a forecast of the growth anticipated in the city at that time.
Each sewer benefit area overlays a specific sewer basin, which is defined by the boundaries
of a wastewater collection system where sewage flows to a common point, such as a sewer
pumping station. These benefit areas were located in largely undeveloped portions of the
city’s sewer service area at the time of the 1986 General Plan.
The fees are collected before a building permit can be issued. The sewer benefit area fees
have funded a total of 38 facilities, such as sewer mains and lift stations.2 In Area H, the fees
funded eight of these sewer facilities, including the Poinsettia Lift Station.
The scope of sewer facility improvements and the associated fees are updated periodically
to reflect changes in land use and zoning, development density, engineering design
standards, sewer facility layout and sewer facility costs.
•The fees charged in Sewer Benefit Area H and some of the other areas were set by
the City Council in 2010. (Ordinance No. CS-077)
•On May 13, 2025, the City Council enabled sewer benefit areas to be adjusted by a
City Council resolution rather than requiring an ordinance. (Ordinance No. CS-491,
which amended Municipal Code Section 13.10.080, Sewer benefit area fees.)
•Fees are adjusted annually, effective September 1, by the annual change to the
Engineering News-Record’s Los Angeles Construction Cost Index, in accordance with
Municipal Code Section 13.10.080.
•Pursuant to Municipal Code Section 13.10.080, the sewer benefit area fees may also
be changed—and benefit areas may be added or removed—by resolution in
accordance with an associated engineering report.
Sewer Benefit Area H
The existing Sewer Benefit Area H boundary is shown in Exhibit 2 and generally defined by
the area east of El Camino Real to the city boundary with the City of San Marcos, south of
Palomar Airport Road and north of Alga Road. All parcels within Area H drain to the
Poinsettia Lift Station, located on Poinsettia Lane just east of Alicante Road.
The fee charged on developments in Area H was revised in updates in 2004 and 2010. These
updates estimated the sewer basin to ultimately support 4,145 equivalent dwelling units
when the area was fully developed, or “built out,” which reflects the area being developed
to the maximum density allowed for each parcel. Planning for this condition ensures the
2 Lift stations elevate sewage with pumps so that it can continue flowing by gravity through the sewer system.
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sewer facilities are sized and constructed to accommodate the needs of all future
development allowed under the city’s zoning.
Since the 2010 Sewer Benefit Area H update, the city’s engineering standards, local and
state planning laws and environmental regulations have changed, and construction costs
have escalated.
Engineer’s report
The 2025 engineer’s report summarizes the impacts of these factors on the existing sewer
system previously constructed with Sewer Benefit Area H Fees. The report:
•Recommends expanding Area H’s boundary to include properties that are now
served by its facilities
•Proposes additional sewer improvements
•Determined the current Sewer Benefit Area H Fee was adequate to fund the
improvements associated with the Poinsettia Lane Sewer Line Capacity
Improvements Project.
The 2025 Engineer’s Report makes the following findings:
Unit count
Sewer Benefit Area H is now projected to support a maximum of 4,872 equivalent dwelling
units when fully developed, which is 727 units more than was estimated in the 2004 and 2010
updates. This projection is consistent with the city’s 2024 update of its Housing Element, its
plan for housing in the city, and considers the effect of state Senate Bill 330, the Housing Crisis
Act of 2019, which prioritizes construction for higher-density developments that provide
affordable housing to low-income families.
Area H currently has 4,349 equivalent dwelling units, 204 more than were estimated in the
2004 and 2010 updates. There are nine remaining undeveloped properties within the area
capable of providing a total of up to 523 equivalent dwelling units. Area H Fees will be
collected from these remaining units to fund the sewer capacity improvements proposed in
the Poinsettia Lane Sewer Line Capacity Improvements Project in proportion to
developments’ increase in density.
Sewer Benefit Area H boundary
The 2025 engineer’s report recommends revising the Area H boundary to include an
additional 77 parcels. These properties were previously mapped outside of the Area H
assessment area but benefit from the Area H’s sewer facilities that were constructed since
the 2010 update. A map of the proposed boundary revision is shown on Exhibit 2.
Sewer Improvements – Poinsettia Lane Sewer Line Capacity Improvements Project
Several sewer pipe segments in Area H require additional capacity to support the sewer
basin’s fully developed condition of 4,872 equivalent dwelling units. The 2025 engineer’s
report recommends removing approximately 2,560 feet of 12-inch diameter sewer pipeline
and replacing it with about 1,650 feet of 18-inch sewer pipeline from the Poinsettia Lift
Station eastward to Mica Road and approximately 910 feet of 15-inch sewer pipeline from
Mica Road to about 300 feet west of El Fuerte Street.
To address the needed sewer capacity improvement, the City Council approved the change
in scope of work for the Poinsettia Lane Sewer Line Capacity Improvements Project on
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March 25, 2025. (Resolution No. 2025-072) This improvement is consistent with the scope
of the projects in Sewer Benefit Area H, and the benefit area’s fee revenues are eligible for
contributing to the project. The 2025 engineer’s report, provided as Attachment A to
Exhibit 1, recommends the use of Area H fee revenues to contribute toward the total
project costs of the project.
Fiscal Analysis
The total estimated cost of the Poinsettia Lane sewer capacity improvement in the Poinsettia
Lane Sewer Line Capacity Improvements Project is approximately $5 million. This cost includes
planning, engineering design, environmental studies, permitting, construction contract,
contingency, construction management and inspection, and public outreach services during
construction. An opinion of probable cost is provided in Appendix D of the 2025 Engineer’s
Report, which is provided as Attachment A to Exhibit 1.
The current Sewer Benefit Area H fee is $1,445 per unit and applies to development permit
applications received after Sept. 1, 2025.
A developer’s permit application to construct 320 equivalent dwelling units in Area H was
submitted prior to Sept. 1, 2025, which would result in the fee for the development being
assessed at the prior rate of $1,418 per unit or an estimated $453,760 for 320 units.
The remaining balance of 203 projected equivalent dwelling units would be at the current
fee or approximately $293,335. The total of the fees for the remaining equivalent dwelling
units that have not been built is approximately $747,095, or about 15% of the total
estimated project cost for the Poinsettia Lane Sewer Line Capacity Improvements Project,
which is proportional to the increase in Area H’s equivalent dwelling unit count. Therefore,
the current fee is adequate, and no adjustment to the Sewer Benefit Area H Fee is needed
at this time. The remainder of the project’s costs will be funded by the city’s Sewer
Replacement Fund.
Next Steps
If the City Council approves revising the Sewer Benefit Area H boundary in accordance with
the associated engineering report, staff will return to the City Council at a future meeting to
seek adoption of the plans, specifications and contract documents and authorization to
advertise for bids for the Poinsettia Lane Sewer Line Capacity Improvements Project.
Construction of the project is expected to begin in early summer 2026 and be completed in
late 2026. Staff will also return to the City Council to request authorization to reimburse the
Sewer Replacement Fund from the Sewer Benefit Area H fund once the project is complete.
The Sewer Benefit Area H fee will continue to be updated annually on September 1 of each
year to reflect inflation adjustments, in keeping with Carlsbad Municipal Code Section
13.10.080.
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Environmental Evaluation
The proposed action to revise the Sewer Benefit Area H boundary in accordance with the
associated engineering report is statutorily exempt from environmental review under
California Environmental Quality Act, or CEQA, Guidelines Section 15262 as it involves only
feasibility or planning studies, including consideration of environmental factors, for possible
future actions that have not been approved, adopted or funded. The proposed action does
not have a legally binding effect on any possible future discretionary action.
Exhibits
1. City Council resolution
2. Sewer Benefit Area H Maps
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Exhibit 1 RESOLUTION NO. 2025-235 .
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CARLSBAD,
CALIFORNIA, REVISING THE SEWER BENEFIT AREA H BOUNDARY IN
ACCORDANCE WITH THE 2025 ENGINEER’S REPORT FOR SEWER BENEFIT
AREA H
WHEREAS, the City Council of the City of Carlsbad, initially established Sewer Benefit Area, or
SBA, Boundaries and Fees for the purpose of collecting revenue to reimburse developers for
constructing sewer conveyance system improvements for all property within each benefit area if
necessary, or to provide funds for the City of Carlsbad to construct the improvements if necessary, by
Resolution No. 91-21 in January 1991; and
WHEREAS, the City Council adopted Ordinance No. CS-077 on March 9, 2010, repealing Section
13.10.090 of the Carlsbad Municipal Code, or CMC, and amending Section 13.10.080 to incorporate
SBAs A through M and revise the fees for SBA A, B, G, H, I, and K; and
WHEREAS, on May 13, 2025, the City Council adopted Ordinance No. CS-491, amending
CMC Section 13.10.080 to remove the fee amounts, state that SBA fees shall be adjusted annually by
the annual change to the Engineering News-Record Los Angeles Construction Cost Index, and allow SBA
fees and areas to be changed by resolution in accordance with an associated engineering report instead
of by ordinance; and
WHEREAS, staff identified the need to adjust the fee area and scope of the sewer improvements
proposed within SBA H; and
WHEREAS, staff prepared a study entitled, “2025 Engineer’s Report for Sewer Benefit Area H,”
dated September 2025, hereinafter referred to as “2025 Engineer’s Report” setting forth the following:
1)a map of SBA H showing the necessary modification of the benefit area boundary;
2)a description of the proposed public sewer improvements to include:
a)replacement of approximately 1,650 feet of 12-inch diameter sewer pipeline in Poinsettia
Lane, previously constructed as Reach VBT1D from the Poinsettia Lift Station to Mica Road,
with 18-inch diameter sewer pipeline, and
b)replacement of approximately 910 feet of 12-inch diameter sewer pipeline in Poinsettia
Lane, previously constructed as Reach VBT1C from Mica Road to approximately 300 feet
west of El Fuerte Street, with 15-inch diameter sewer pipeline; and
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3)an opinion of the probable cost for said improvements in the amount of $5,000,000 including
engineering design, construction contract, contingency, construction management and
inspection, testing, and public outreach; and
4)the method and apportionment of costs upon each equivalent dwelling unit for the benefit
received from the proposed public sewer improvements; and
WHEREAS, staff request that the City Council revise the SBA H boundary to include 77 additional
properties found to be within the existing sewer drainage area of SBA H in accordance with the findings
of the 2025 Engineer’s Report; and
WHEREAS, the City Council of the City of Carlsbad has determined it necessary, desirable, and
in the public interest to revise the SBA H boundary in accordance with the 2025 Engineer’s Report; and
WHEREAS, on March 25, 2025, the City Council adopted Resolution No. 2025-072 approving the
scope change of the Poinsettia Lane Sewer Line Capacity Improvements Project, Capital Improvement
Program, or CIP, Project No. 5548 to be consistent with the sewer improvements proposed in the 2025
Engineer’s Report; and
WHEREAS, the City of Carlsbad may, in accordance with CMC Section 13.10.080 and City Council
Resolution No. 91-21, use the SBA H fee revenues to fund a portion of the total project costs of the
Poinsettia Lane Sewer Line Capacity Improvements Project, CIP Project No. 5548, in proportion to the
development density increase per the findings of the 2025 Engineer’s Report; and
WHEREAS, staff will return to the City Council to request authorization to reimburse the Sewer
Replacement Fund from the Sewer Benefit Area H fund when the Poinsettia Lane Sewer Line Capacity
Improvements Project, CIP Project No. 5548 is complete.
NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Carlsbad, California, as
follows:
1.That the above recitations are true and correct.
2.That the proposed action revising the SBA H boundary in accordance with the 2025
Engineer’s Report for Sewer Benefit Area H is statutorily exempt from environmental
review under the California Environmental Quality Act, or CEQA, Guidelines Section
15262 as it involves only feasibility or planning studies, including consideration of
environmental factors, for possible future actions that have not been approved,
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adopted or funded. The proposed action does not have a legally binding effect on any
possible future discretionary action.
3.That the Report titled, “2025 Engineer’s Report for Sewer Benefit Area H,” dated
September 2025, is attached as Attachment A and hereby approved and adopted by the
City Council.
4.That the SBA H boundary is revised to include 77 additional properties as shown in the
2025 Engineer’s Report and Exhibit 2 of the staff report.
PASSED, APPROVED AND ADOPTED at a Regular Meeting of the City Council of the City
of Carlsbad on the 28th day of October, 2025, by the following vote, to wit:
AYES: Blackburn, Bhat-Patel, Acosta, Burkholder, Shin.
NAYS: None.
ABSTAIN: None.
ABSENT: None.
______________________________________
KEITH BLACKBURN, Mayor
______________________________________
SHERRY FREISINGER, City Clerk
(SEAL)
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CITY OF CARLSBAD
2025 ENGINEER’S REPORT
FOR SEWER BENEFIT AREA H
SEPTEMBER 2025
Attachment A
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Purpose
The Sewer Benefit Area (SBA) fee program was approved with Resolution No. 90-21 and
implemented in 1991 to levy and collect funds for sewer system improvements within future
growth areas delineated by the city’s 1986 general plan for areas not funded by the City’s sewer
connection fee program. The original engineering report entitled “Benefit Area Fees for
Conveyance System Improvements Update to the December 1987 City of Carlsbad Master Plan
of Sewerage,” dated August 1990, established thirteen benefit areas labeled A through M. SBA
H is one of the thirteen sewer basins within the program in which fees were collected to
construct eight facilities within the basin, all of which have been constructed as of 2010. The
basin has surpassed the maximum unit loading originally estimated in the 2010 update and will
continue to construct units on several developable properties. While the sewer system serving
the basin has been constructed, sewer modeling has verified the need for increased sewer
conveyance capacity at several facilities previously constructed by the fee program due to this
increased development density.
The scope of this engineer’s report is limited to SBA H and revises the boundary of the basin
and member parcels participating in the program, provides an assessment of the existing
development density, identifies the need and cost for additional sewer improvements,
estimates future development in the basin, and allocates the proportionate share of the fair-
share cost to each future Equivalent Dwelling Unit (EDU) within the SBA H boundary.
Background
SBA Program
Individual sewer facilities were proposed by the SBA program consisted of sewer lift stations,
force mains, manholes, and gravity mains. Costs for each sewer facility were tabulated and
distributed proportionally among each EDU proposed in the basin area receiving direct benefit
from the sewer facility. Developers were reimbursed by the program for constructing
extensions or oversized facilities that were to accommodate future flow projections within the
basin at build-out. Subsequent fee revisions to the program followed in 2002, 2004 and 2010 to
reflect changes to the alignment and sizing of pipelines, revisions to EDU projections at build-
out, elimination of sewer facilities no longer proposed in the program, and updated project
costs. New facilities have not been added to the original list of projects in any of the updates.
SBA H – Historical Context
The sewer basin extents for SBA H are shown in Appendix A and are generally defined by the
area east of El Camino Real to the city boundary with San Marcos, south of Palomar Airport
Road, and north of Alga Road. Eight sewer facilities were constructed consisting of the
Poinsettia Lift Station, associated force main and several gravity trunk sewers. The entire basin
drains to the Poinsettia Lift Station where sewage is then pumped into the Vallecitos
Interceptor Sewer at the intersection of El Camino Real and Cinnabar Way.
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Of the thirteen SBAs within the program, SBA H had the second highest growth projection at
the time of the 1990 Update with 4,962 EDUs planned throughout its’ seven sewer subbasins at
build-out. An additional 80 units from Vallecitos Water District service area were added to the
basin in 2000 via a flow exchange agreement approved in Agenda Bill No. 15,653.
Updates to the SBA H fee in 2004 and 2010 reflected actual design and construction costs and a
reduction in the number EDUs anticipated in the ultimate build-out condition. Both updates
estimated 4,145 EDUs at build-out, a reduction of 817 units estimated in the 1990 Update. The
reduction in EDUs led to smaller pipe sizes for several facilities proposed in the 1990 Update.
Reach VBT1D, the trunk line immediately east of the Poinsettia Lift Station, was originally
proposed as a 15-inch diameter sewer in the 1990 Update. The 2004 and 2010 fee updates
reduced the pipe size to 12-inch diameter with the expected reduction of EDUs.
All eight facilities in SBA H were constructed by the end of 2010. Several reaches were not
reimbursed by SBA H funds and were either funded by the city sewer replacement fund (VBT1B)
or at the developer’s own expense (VBT1E and VBT1F) for failing to meet the reimbursement
agreement requirements.
SBA H – Present Condition
For this 2025 engineer’s report, all building and conditional-use permits previously issued
within SBA H were compiled to determine the basin currently supports 4,349 EDUs, 204 more
than the maximum density estimated in the 2004 and 2010 updates. The increased density is
attributed to changes in state housing laws and local planning and zoning regulations since the
last fee update in 2010. There are nine remaining undeveloped parcels within the basin with an
estimated load of 523 EDUs. The total estimated density within the basin at build-out is now
4,872 EDUs, 727 more than originally estimated in 2004 and 2010. A tabulation of EDUs by
subbasin is provided in Appendix B and provides both historical and current density projections
throughout each subbasin within SBA H.
The 2019 City of Carlsbad Sewer Master Plan Update identified several sewer pipe segments
within reach VBT1D that had insufficient capacity to support peak wet weather flows. The 2019
hydraulic model has been revised to reflect the new build-out density and wet weather flow
trends observed from flow monitoring in the spring of 2025 and identifies reaches VBT1D and
VBT1C are in need of additional capacity. These reaches are the entirety of the eastern trunk
line on Poinsettia Lane tributary to the lift station (from the lift station to El Fuerte Street).
Capacity improvements to these reaches are recommended to achieve the city’s engineering
design criteria for relative depth (flow depth over diameter (d/D) of less than 0.75) in peak wet
weather events, and the basins’ ultimate build-out condition.
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Process
This report will memorialize proposed changes to SBA H in accordance with the Benefit
Assessment Act of 1982:
-Delineate the geographic area of the basin’s fee area
-Estimate current and proposed EDUs within the basin
-Identify facility capacity improvements
-Estimate the cost of improvements
-Recommend proposed fee changes
This report provides a basis for the use of SBA H fund revenue to partially fund the needed
sewer capacity improvements in reaches VBT1D and VBT1C in Poinsettia Lane. These
improvements may be funded by SBA H fees from the remaining 523 units to be constructed
and the available fund balance. The available fund balance consists of fees collected since 2010
less payments for constructed SBA H facilities, including available fees collected but not used
for reimbursement. The SBA H fee is evaluated to ensure the cost per future EDU is adequate to
fund the recommended capacity improvements.
Sewer Basin Boundary
SBA H extents are shown in Appendix A. SBA H is divided into ten sewer drainage zones: 6B, 6C,
10A, 10B, 10C, 10D, 17A, 17B, 17C, and 18B. These were created as part of each Local Facilities
Management Zone (LFMZ) and their respective flow patterns to downstream trunk sewers.
Several changes to subbasins have occurred since the 1990 Update but were not illustrated in
the 2004 and 2010 updates. The revised mapping is reflected in Appendix A and summarized
below:
-Subbasin 17C split from 17B - removed 25 parcels originally tributary to facilities VBT1C
and D but are now solely tributary to facility VBT1D. 24 units have been constructed and
one parcel remains undeveloped.
-Subbasin 10D split from 10A - removed 55.8 units from LFMZ 17 and are now located in
LFMZ 10. The mapping revision is administrative as both subbasins are tributary to
facility VBT1E. Assessor Parcel Numbers 2131100100, 2131101500 and 2131101600 are
currently mapped as SBA G but drain to SBA H. Future fees for tenant improvements or
lot splits will be collected under SBA H for this parcel.
-18B expansion – added 30 parcels and 29 units to subbasin area 18B that were originally
mapped as outside of SBA H. The expansion area mostly consists of open space but SBA
H fees were previously collected from parcels that have developed and drain to SBA H
facilities. This fee update formally recognizes their inclusion in SBA H.
-Creation of 6C – area includes 74 parcels and 70 residential units constructed prior to
the original SBA program. Flow previously drained to the Leucadia Wastewater District
service area via a lift station at the end of Chorlito Street but now drains to Carlsbad’s
service area after the construction of facilities VBT1A, VBT1C, VBT1D and other
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improvements shown on Drawing No. 459-5. These parcels were previously not in the
SBA program but will now be assessed SBA H fees. Of these, APNs 2153703300,
2153703200, 2153703100, 2153703000 remain undeveloped and can accommodate up
to 16 additional units within the subbasin. Additional fee revenue may also be
generated from further lot splits on properties within the subbasin.
Construction of the sewer system facilities in SBA H is complete and further sewer extension
within SBA H is not anticipated. The sewer improvements included in this fee update will
provide additional capacity of reaches VBT1D and VBT1C to convey wet weather sewer flow
in accordance with the engineering standards.
Existing and Future Build-Out Conditions
Past building and conditional use permits issued within SBA H were used to determine the
existing EDU count within the basin. Additional units are projected to be constructed on nine
undeveloped properties identified in Appendix A. The future unit count is estimated based on
the allowable density supported by the parcel area, development applications received by
developers for several of the properties, and density bonus proposed or anticipated for each
site. The existing and build-out density of the basin is tabulated below and itemized by each
subbasin.
SBA H - EDU Count and Projection
Zone 2025 Existing Future Units Buildout
6B 111.00 0 111.00
6C 70.00 16 86.00
10A 178.00 0 178.00
10B 96.50 0 96.50
10C 157.00 0 157.00
10D 55.80 0 55.80
17A 1,112.98 186 1,298.98
17B 768.95 320 1,088.95
17C 24.00 1 25.00
18B* 1,774.77 0 1,774.77
4,349.00 523 4,872.00
*Includes VWD Contribution per AB15,653
The number of units in the existing and build-out conditions exceed those estimated in the
2004 and 2010 fee updates. A comparison is provided in Appendix B. The additional units and
observed wet weather flows are the basis for the required upsizing to achieve compliance with
the engineering standards. The proposed facility improvements will be funded by SBA H fees to
be collected from future development and available revenue in the SBA H fund.
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Sewer Facility Improvements
Hydraulic modeling results are provided in Appendix C. Approximately 2,560 linear feet of the
eastern trunk line, or reaches VBT1C and VBT1D tributary to the Poinsettia Lift Station, do not
meet hydraulic design standards during the existing peak weather flow condition. These
reaches were previously constructed with SBA H fees. Design flow was determined using the
tabulation of existing units tributary to these reaches and flow monitoring results observed at
the lift station during wet weather events in the spring of 2025. Sewer flow will increase with
the construction of additional units on the nine undeveloped properties, tenant improvements
that add sewer demand on existing developed property, residential accessory dwelling units,
and increased enrollment at schools within the basin.
The pipeline upsize will commence at sewer Manhole 38C-2 just upstream of the Poinsettia Lift
Station and terminate at Manhole 38D-8, the first structure west of the intersection of
Poinsettia Lane and El Fuerte Street. The proposed upsizing necessary to achieve hydraulic
design standards consists of the following:
1. Upsize 1,650-feet of 12-inch sewer to 18-inch between MH 38C-2 to MH 38D-4
(Poinsettia Lift Station to Mica Road).
2. Upsize 910-feet of 12-inch sewer to 15-inch between MH 38D-4 to MH 38D-8 (Mica
Road to approximately 330-feet west of El Fuerte Street).
Cost Estimate
The engineer’s opinion of probable cost to construct the pipeline upsize is $5,000,000 and is
summarized in Appendix D. The opinion of probable cost includes the estimated contract cost
for the improvements shown on Drawing No. 553-3, a construction contingency amount,
engineering design, construction management and inspection, materials testing, and public
outreach. The opinion of probable cost is supported by bid tabulations and service costs for
recent capital improvement projects implemented by the city and neighboring agencies.
Fee Methodology
The SBA H fee will be allocated to each future EDU to be constructed within the sewer basin to
fund the capacity-related portion of the proposed sewer improvements. The revenue
generated by the fees to be collected from the remaining units must be proportional to the cost
of the sewer improvements.
Remaining Units to be Developed = Fee Revenue
Total Units in SBA H Total Cost of Upsize Project
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SBA H fees were collected to fund the construction of the existing 12-inch diameter sewer.
Therefore, the sewer replacement fund will be used to fund the pipe replacement component
of the project, representing the sewer capacity previously constructed and funded by SBA fees.
Conclusion
A total of 4,872 units are proposed within the basin at build-out, which is 727 units or 15%
more than previously planned in the 2010 update.
Of the 727 units, 204 have already been constructed and an additional 523 units are estimated
for nine remaining undeveloped parcels representing five development sites. The current SBA H
fee is $1,455 per unit, subject to annual inflation adjustment per the Engineering News Record
Construction Cost Index (ENR CCI). The current fee will generate $755,735 from the remaining
units to be constructed.
The total cost of the proposed sewer improvements is $5,000,000. The anticipated fee will
generate 15% of the total project cost and is proportional to the increased density planned
within SBA H. Therefore, the current fee is adequate to fund the proposed development
density’s proportionate share of the sewer capacity increase provided by the proposed sewer
improvements and no adjustment to the SBA H fee is warranted.
Future Projection
The EDUs planned at build-out in this report represent the development density proposed by
development applications, current approved land use and zoning, and density bonus estimates
allowed by state housing law. This report does not grant approvals for sewer connections for
future development and future development applications will be evaluated on a case-by-case
basis.
Revisions to the sewer basin’s maximum planned density, or EDUs, will be included in future
flow estimates for adequate sizing of the sewer system at build-out. Changes in unit count and
sewer flow may occur due to tenant improvements, residential accessory dwelling units (ADU)s,
and increased student enrollment at schools. These increases are uncertain, unpredictable and
generally less than the sewer demand of undeveloped sites within the basin. Further changes to
local planning and state housing laws also have the potential to increase density allowances and
associated sewer demands. Updates to the city’s Sewer Master Plan will monitor basin flows to
evaluate the need for future facility improvements or adjustment to SBA H fee.
Oct. 28, 2025 Item #1 Page 15 of 29
Docusign Envelope ID: 173E870A-BE51-497D-B6BC-B241DF72A126
APPENDIX A
SEWER BENEFIT AREA H
DISTRICT BOUNDARY AND IMPROVEMENT MAP
Oct. 28, 2025 Item #1 Page 16 of 29
Docusign Envelope ID: 173E870A-BE51-497D-B6BC-B241DF72A126
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Docusign Envelope ID: 173E870A-BE51-497D-B6BC-B241DF72A126
APPENDIX B
SEWER BENEFIT AREA H
EQUIVALENT DWELLING UNIT
TABULATION AND PROJECTION
Oct. 28, 2025 Item #1 Page 18 of 29
Docusign Envelope ID: 173E870A-BE51-497D-B6BC-B241DF72A126
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Oct. 28, 2025 Item #1 Page 19 of 29
Docusign Envelope ID: 173E870A-BE51-497D-B6BC-B241DF72A126
APPENDIX C
SBA H HYDRAULIC MODELING RESULTS
Oct. 28, 2025 Item #1 Page 20 of 29
Docusign Envelope ID: 173E870A-BE51-497D-B6BC-B241DF72A126
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Oct. 28, 2025 Item #1 Page 21 of 29
Docusign Envelope ID: 173E870A-BE51-497D-B6BC-B241DF72A126
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Oct. 28, 2025 Item #1 Page 22 of 29
Docusign Envelope ID: 173E870A-BE51-497D-B6BC-B241DF72A126
Exhibit 3 - Fairfield Apartments Collection System Figure
SWM4797
L=329
SWM4796
L=351'
SWM4794
L=229'
SWM4793
L=247'
SWM6349
L=299'
SWM4792
L=299'
SWM4791
L=309'
SWM4790
L=192'
SWM4789
L=304'
EXHIBIT 3
POINSETTIA LIFT STATION
EASTERN TRUNK LINE ANALYSIS
Housing
Element
Site 11
SWAH5549
Oct. 28, 2025 Item #1 Page 23 of 29
Docusign Envelope ID: 173E870A-BE51-497D-B6BC-B241DF72A126
APPENDIX D
PROJECT COST ESTIMATE
FOR
VBT1C AND VBT1D CAPACITY IMPROVEMENTS
Oct. 28, 2025 Item #1 Page 24 of 29
Docusign Envelope ID: 173E870A-BE51-497D-B6BC-B241DF72A126
Design Cost
Staff $20,000.00
Survey $38,500.00
Geotechnical $92,729.00
$151,229.00
Construction Cost Estimate 20% Contingency Total
Schedule A $3,400,000.00 $680,000.00 $4,080,000.00
$3,400,000.00 $680,000.00 $4,080,000.00
Inspection/Staff Time
20% Construction Cost $680,000.00
Communications
$60,000.00
Total Construction Cost $4,971,229.00
Oct. 28, 2025 Item #1 Page 25 of 29
Docusign Envelope ID: 173E870A-BE51-497D-B6BC-B241DF72A126
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Oct. 28, 2025 Item #1 Page 26 of 29
Docusign Envelope ID: 173E870A-BE51-497D-B6BC-B241DF72A126
Exhibit 2
City of Carlsbad sewer benefit areas
Oct. 28, 2025 Item #1 Page 27 of 29
Docusign Envelope ID: 173E870A-BE51-497D-B6BC-B241DF72A126
Oct. 28, 2025 Item #1 Page 28 of 29
Docusign Envelope ID: 173E870A-BE51-497D-B6BC-B241DF72A126
Oct. 28, 2025 Item #1 Page 29 of 29
Docusign Envelope ID: 173E870A-BE51-497D-B6BC-B241DF72A126