HomeMy WebLinkAboutOMP_Water_Capture_AddendumADDENDUM TO THE ADOPTED FINAL INITIAL
STUDY/MITIGATED NEGATIVE DECLARATION FOR THE
ORANGE MEMORIAL PARK WATER CAPTURE PROJECT
JULY 2020
1.0 INTRODUCTION
This document is an Addendum to the Final Initial Study/Mitigated Negative Declaration
(IS/MND) prepared for the Orange Memorial Park Water Capture Project (Project) (State
Clearinghouse No. 20190609092). This Addendum assesses the environmental impacts
associated with the implementation of the Project as required by the California
Environmental Quality Act (CEQA) (California Public Resources Code [PCR] 21000 et seq.)
and in compliance with the State CEQA guidelines (14 California Code of Regulations [CCR]
15000 et seq.). Since the adoption of the Final IS/MND, minor clarifications to the proposed
Project have been proposed, thus requiring further environmental analysis.
The Final IS/MND was adopted by the City of South San Francisco Public Works Director on
August 21, 2019. The Addendum is intended to update the existing CEQA documentation to
address minor technical revisions to the original Project description. Based on the updated
environmental analysis in this Addendum, the proposed Project would not result in new
significant impacts or mitigation measures, nor substantially increase the severity of the
previously disclosed impacts identified in the adopted Final IS/MND. As a result, an
Addendum is the appropriate CEQA document to address the minor technical revisions.
2.0 ADDENDUM REQUIREMENTS
The Addendum has been prepared in accordance with the provisions of CEQA and the State
CEQA Guidelines as implemented by the City of South San Francisco. According to Section
15164(b) of the State CEQA Guidelines, an Addendum to a Negative Declaration (ND) is the
appropriate environmental document in instances when “only minor technical changes or
additions are necessary or none of the conditions described in Section 15162 calling for the
preparation of a Subsequent Negative Declaration have occurred.” Section 15162(a) of the
State CEQA Guidelines states that no Subsequent ND shall be prepared for a project unless
the lead agency determines, on the basis of substantial evidence in the light of the whole
record, one or more of the following:
1) Substantial changes are proposed in the project which will require major revisions of
the previous Environmental Impact Report (EIR) or ND due to the involvement of new
significant environmental effects or a substantial increase in the severity of previously
identified significant effects;
2) Substantial changes occur with respect to the circumstances under which the project is
undertaken which will require major revisions of the previous EIR or ND due to the
involvement of new significant environmental effects or a substantial increase in the
severity of previously identified significant effects; or
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3) New information of substantial importance, which was not known and could not have
been known with the exercise of reasonable diligence at the time the previous EIR or
ND was adopted, shows any of the following:
a. The project will have one or more significant effects not discussed in the
previous EIR or ND;
b. Significant effects previously examined will be substantially more severe
than shown in the previous EIR or ND;
c. Mitigation measures or alternatives previously found not to be feasible
would in fact be feasible, and would substantially reduce one or more
significant effects of the project, but the project proponents decline to
adopt the mitigation measure or alternative; or
d. Mitigation measures or alternatives which are considerably different
from those analyzed in the previous EIR or ND would substantially
reduce one or more significant effects on the environment, but the project
proponents decline to adopt the mitigation measure or alternative.
With respect to the proposed Project, the minor technical changes do not result in any new
significant environmental impacts; therefore, the updated Project does not require an EIR.
This Addendum does not require circulation because it does not provide significant new
information that changes the adopted Final IS/MND in a way that deprives the public of a
meaningful opportunity to comment on a substantial adverse environmental impact of the
proposed Project or a feasible way to mitigate or avoid such an impact.
This Addendum includes this introduction and a description of the updated and minor
technical revisions associated with the proposed Project as they relate to the original
proposed Project. The City shall consider this Addendum with the adopted Final IS/MND as
part of the approval of the amended Project.
The CEQA documentation for this Project, including this Addendum and the adopted Final
IS/MND, is available for review at the City of South San Francisco, 315 Maple Avenue, South
San Francisco, CA 94083. It is also available online at the City’s website at:
http://www.ssf.net/ceqadocuments.
3.0 PREVIOUS CEQA DOCUMENTATION
A Public Review Draft IS/MND was prepared for the Orange Memorial Park Water Capture
Project and circulated for public and agency review from June 21, 2019 to July 22, 2019.
The Final IS/MND was adopted by the City of South San Francisco Public Works Director on
August 21, 2019. A Notice of Determination (NOD) was filed with the San Mateo County
Clerk and State Clearinghouse on August 21, 2019. There were no legal challenges to the
adequacy of the Final IS/MND during the 30-day statute of limitations associated with the
NOD, pursuant to CEQA (PRC Section 21167 and CEQA Guidelines Section 15094).
4.0 WHY AN ADDEDNUM IS APPROPRIATE
CEQA Guidelines Section 15162 and 15164 sets forth criteria to assess which
environmental document is appropriate. Since the adoption of the Final IS/MND and the
decision to proceed with the proposed Project by the City of South San Francisco Public
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Works Director on August 21, 2019, one minor technical change to the project design has
occurred related to the diversion rate associated with the water capture and treatment
facility. This document is an Addendum to the Final IS/MND to describe the updated and
minor technical revisions in response to a request from the San Francisco Bay Regional
Water Quality Control Board (RWQCB), so that the Final IS/MND, with the updated and
minor technical revisions, may be used by the San Francisco Bay RWQCB for purposes of
environmental review and issuance of the proposed Project’s Section 401 Water Quality
Certification under the Clean Water Act (CWA) (Corps File No. 2019-00181S; Place ID
862602, Effective April 21, 2020). This Addendum also incorporates the additional analysis
for inclusion in the City’s environmental record.
The updated analysis does not substantially change the findings and conclusions of the
Final IS/MND and a Subsequent IS/MND is not necessary pursuant to Section 15162 of the
State CEQA Guidelines.
5.0 UPDATED PROJECT DESCRIPTION
Original Project Description Summary
The proposed Project would provide water quality improvements to meet National
Pollutant Discharge and Elimination System (NPDES) requirements of the San Francisco
Bay Municipal Regional Stormwater Permit (MRP). Section 402 of the federal CWA, as
amended by the Water Quality Act of 1987, requires NPDES permits for stormwater
discharges from municipal separate storm water systems (MS4s), stormwater discharges
associated with industrial activity (including construction activities), and designated
stormwater discharges, which are considered significant contributors of pollutants to
waters of the United States. The MRP governs stormwater discharges to San Francisco Bay
from the City of South San Francisco and 21 other co-permittees in San Mateo County. The
proposed Project is designed to reduce pollutant discharges of polychlorinated biphenyls
(PCBs) and mercury to San Francisco Bay to comply with Total Maximum Daily Load
(TMDL) requirements, as well as trash discharge reductions under the MRP requirements.
The proposed Project would include construction and operation of a water capture and
treatment facility through the installation of a drop inlet diversion channel and a
pretreatment structure (trash screen and sediment removal chamber) in the upper and
western end of the Colma Creek flood control channel and Orange Memorial Park (Park)
boundary. Flows from the Colma Creek flood control channel would be diverted into a drop
inlet that would route flows into a pretreatment structure (trash screen, baffle, and
sediment removal chamber) that would remove trash, gross solids, and debris and
sediment 100 microns and larger in size. Pretreated water would then enter into a
diversion pipe leading to an underground stormwater storage reservoir in the
southeastern corner of the Park. A portion of the storage would function as a cistern
holding water for eventual non-potable irrigation use in and around the Park, and the
remainder would function as an infiltration chamber. These storage facilities would be
constructed underneath a portion of the Park’s two existing ballfields. When storage
capacity is exceeded, treated overflow would be discharged back into Colma Creek. This
regional Project would have multiple benefits in addition to water quality improvements,
including localized flood reduction, potable offset via reuse for irrigation, and recharging
groundwater via infiltration. The proposed Project is estimated to capture and treat 16
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percent of the average annual drainage from approximately 6,500 acres of land mostly in
the City of South San Francisco, Town of Colma, the City of Daly City, and unincorporated
San Mateo County; less than one percent of the drainage area is in the cities of Pacifica and
San Bruno.
The adopted Final IS/MND evaluated the environmental impacts associated with two
cistern and infiltration chamber storage systems: 1) a 4 acre-feet cistern and infiltration
chamber storage system with a 1.2-acre footprint; 2) and a 7.5 acre-feet cistern and
infiltration chamber storage system with a maximum 2.5-acre footprint. The 4 acre-feet
system would be designed to provide treatment to an estimated 320 acre-feet of
stormwater runoff. The 7.5 acre-feet system would be designed to provide treatment to an
estimated 650 acre-feet of stormwater runoff.
Installation of the drop inlet, pretreatment structure, and diversion pipe within Colma
Creek and near an open picnic area in the western portion of the Park would involve
excavation and trenching that would last approximately one month. Excavation and
installation of the underground storage reservoir would require the temporary closure of
the two ballfields for 9 to 12 months. During construction, the two ballfields would be
secured with construction fencing and closed to the public. Construction of the entire
proposed Project is anticipated to last 12 to 18 months.
Following construction of the proposed Project, the open picnic areas would be graded and
re-landscaped. The two ballfields would be brought up to grade in preparation for a
separate and subsequent ballfields improvement project to be completed by the City of
South San Francisco Parks & Recreation Department. Ballfield improvements would
include the installation of new dugouts, bleachers, lighting, and a scoreboard. These
improvements are separate from the proposed Project and are outlined in the Orange
Memorial Park Sports Field Renovation project summarized in the City’s 2018-2019 Capital
Improvement Program.
Updated Project Description Summary
The updated Project description includes minor technical revisions associated with how
much annual stormwater would be diverted from the Colma Creek flood control channel
into the proposed water capture and treatment facility during a typical year. The proposed
Project would divert up to 30 cubic feet per second of water flows from the Colma Creek
flood control channel, or approximately 16 percent of the average annual flows in the flood
control channel at the Project site during a typical year.
All diverted flows would be captured in a drop inlet diversion channel, treated by a
pretreatment structure with a trash screen and sediment removal chamber, and then
transferred via a 36-inch diversion pipe to a flow splitter and an underground cistern and
infiltration system. Figure 1 summarizes the project hydrology within Colma Creek on a
watershed basis. Of the 16 percent annual water flows diverted, 7 percent would reach the
underground storage cistern, where 6 percent would infiltrate and recharge the
groundwater table, and 1 percent would be further treated and used for non-potable
irrigation use in the Park. After pretreatment, the other 9 percent would overflow back to
the Colma Creek flood control channel via a 36-inch outfall pipe.
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The updated Project involves the
construction of a 5.4 acre-feet cistern
and infiltration chamber storage
system that includes an approximate
1.1-acre footprint, which is within the
larger 2.5-acre footprint originally
evaluated in the adopted IS/MND. Once
operational, the water capture and
treatment facility would treat an
estimated 640 acre-feet of stormwater
runoff.
Construction duration is anticipated to
be similar to the time frame
summarized in the adopted IS/MND.
The installation of the grit chamber
and trash screen facility (i.e.,
pretreatment structure) near the open
picnic area would involve excavation
that is now estimated to occur over a
two to three month period versus a
one month period. Construction of the
entire proposed Project is still
anticipated to last up to 18 months, as
summarized in the adopted IS/MND.
6.0 UPDATED ENVIRONMENTAL ANALYSIS
This section addresses updates to the impact analysis in the Draft IS/MND as a result of the
project changes described above. Initial Study Checklist Section IV, Biological Resources,
was updated to address the increased diversion rate associated with the proposed Project
water capture and treatment facility and the related downstream impacts to biological
resources. Section X, Hydrology and Water Quality, was updated to address the increased
diversion rate and potential impacts on existing drainage patterns and beneficial impacts
associated with increased groundwater recharge and reduced localized flooding.
The minor technical revisions associated with the diversion rate for the proposed Project
does not result in any new significant impacts, nor does it substantially increase the
severity of previously disclosed impacts for other environmental resources (hazardous
materials, etc.) identified in the adopted Final IS/MND. This Addendum discusses only
those impacts that have the potential to be affected by the minor technical revisions.
BIOLOGICAL RESOURCES
As described in the IS/MND the proposed Project would result in less than significant
impacts on riparian habitat and other sensitive natural communities identified in local or
regional plans, policies, or regulations. The proposed Project would also result in a less
than significant impact on the movement of native resident or migratory fish or wildlife
species, and with established migratory wildlife corridors. The minor technical revisions
Figure 1. The proposed Project would divert 16
percent of the annual water flows from the Colma
Creek flood control channel during a typical year. Of
the 16 percent annual water flows diverted and
treated, 9 percent would overflow back to Colma
Creek, 6 percent would infiltrate and recharge the
groundwater table, and 1 percent would be polished
and disinfected to meet irrigation demands in and
around the Park.
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associated with the amount of water that will be diverted, captured, and treated by the
proposed Project was not fully described in the adopted Final IS/MND and is described and
evaluated further below.
The proposed Project would occur within and adjacent to Colma Creek, a perennial stream
that has been identified as a non-tidal water of the United States that flows into tidal waters
of the United States. The drainage channel has been previously modified for flood control
management and the area adjacent to the Colma Creek does not support riparian habitat.
The bottom and sides of the 35 to 40-foot channel are entirely lined with concrete and the
majority of the adjacent upland vegetation consists of eucalyptus woodland and
ornamental trees. Riparian vegetation was only observed growing on accumulated
sediment within the flood control channel during dry months; however, this vegetation was
not observed in the wet months. No local or regional sensitive habitat types, natural
communities, or sensitive plant species regulated by the U.S. Fish and Wildlife Service or
California Department of Fish and Wildlife are present within the Project site. Urban
recreational development within the Park has removed much of the suitable habitat for
sensitive plant species.
The proposed Project would involve installing a drop inlet diversion channel structure
within the bottom of the concrete channel, but would not impact any adjacent riparian
habitat. The proposed Project would divert and treat approximately 16 percent of annual
water flows within the Colma Creek flood control channel during a typical year. Of this total
amount of diverted annual water flows approximately 7 percent would remain in the
underground cistern for groundwater recharge and non-potable irrigation use in and
around the Park. This amount of diverted water flows would not substantially alter the
downstream water flows within Colma Creek, nor riparian habitat or downstream sensitive
fish or bird species (i.e., Green Sturgeon, California Ridgeway’s Rail) within the tidal salt
and brackish marshes in San Francisco Bay. While a portion of the treated flows would be
used for irrigation in the Park and stored within the underground cistern, this portion is
limited to 1 percent of the total stormwater flows captured with the proposed Project. The
vast majority of the diverted water would be treated, infiltrated back into the groundwater
table, or discharged back to Colma Creek via a 36-inch overflow and outfall pipe.
Depending on seasonal water table variations during the year, the water infiltrated to the
groundwater table via the water capture and treatment facility would eventually flow
towards the San Francisco Bay, and the downstream segment of Colma Creek within the
tidal marsh would receive base flow from the groundwater inflow. The downstream
segments of Colma Creek past the Park would receive additional sources of stormwater
runoff from the drainage area of the larger Colma Creek watershed before its discharge into
the San Francisco Bay. The segments of Colma Creek past U.S. Highway 101 (half-mile from
Park) are also influenced by tidal fluctuations in the San Francisco Bay. Consequently, the
proposed Project would not have a substantial adverse impact on riparian or salt marsh
habitats as identified by regulatory agencies, nor on downstream riparian or salt marsh
habitats within the tidally-influenced portion of Colma Creek.
While the San Francisco Bay supports native fish such as steelhead, coho salmon, green
sturgeon, and longfin smelt, the Colma creek flood control channel adjacent to the Project
site does not provide suitable habitat for native fisheries given the lack of vegetation and
bottom substrate. Previous studies for downstream reaches of Colma Creek found the area
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generally unsuitable for sensitive fish populations (Horizon Water and Environment
2015a; 2015b). While the proposed Project involves the diversion of approximately 16
percent of the annual water flows along the Colma Creek flood control channel, most of
these flows consist of stormwater flows and only 7 percent of these flows would be
diverted and remain in underground storage for groundwater recharge and non-potable
irrigation use in the Park. Approximately 9 percent of the treated stormwater would
infiltrate back into the groundwater table or be discharged back to Colma Creek via one 36-
inch overflow and outfall pipe. Therefore, the proposed Project would not interfere with
the movement of any native resident or migratory fish or wildlife species or with
established native resident or migratory wildlife corridors. Impacts on biological resources
related to wildlife movement would be less than significant.
Taking into account the minor technical revisions related to the diversion rate, impacts to
riparian habitat, sensitive natural communities, and migratory wildlife corridors would
remain less than significant. The minor technical revisions does not change the analysis or
the conclusions in the adopted IS/MND pertaining to biological resources.
HYDROLOGY AND WATER QUALITY
As described in the IS/MND, the proposed Project would result in less than significant
impacts on existing drainage patterns in the Park, and a less than significant impact on the
implementation of a water quality control plan or sustainable groundwater management
plan. The minor technical revisions associated with the amount of water that will be
diverted would result in net beneficial impacts associated with improved groundwater
recharge, reduced localized flooding, and improved and treated receiving water quality in
the San Francisco Bay. The minor technical revisions associated with the amount of water
that will be diverted, captured, and treated by the proposed Project was not fully described
in the adopted Final IS/MND and is described and evaluated further below.
The proposed Project as a water capture facility would not entail any development or
construction that would alter current drainage patterns at the Project site or in the Park.
The proposed Project would involve the installation of an instream drop inlet diversion
channel within the Colma Creek flood control channel. This structure and the modifications
to bottom of the concrete channel (i.e. ramp cuts to divert water flows) would not measure
more than 0.012 acres (520 square feet). The proposed Project would also include the
installation one 36-inch overflow and outfall pipe that measures 0.0002 acres (7 square
feet). While the water capture facility would redirect and treat stormwater runoff within
the underground reservoir cistern and infiltration chamber, the local drainage pattern
would remain the same as it exists today. The proposed water capture and treatment
facility would divert 16 percent of the water flows from Colma Creek through the facility
within the southern portion of the Park and approximately 9 percent of the treated water
would be diverted back to the Colma Creek flood control channel via the overflow and
outfall pipe situated roughly 800 feet downstream of the instream drop inlet diversion
channel. Proposed construction would not cause substantial erosion or siltation.
The San Francisco Bay RWQCB has developed TMDLs for several pollutants originating
from urban and stormwater runoff in the watersheds throughout San Mateo County.
Colma Creek is among the impaired water bodies with TMDLs for PCBs, mercury, and
trash reductions and has been identified for water quality improvements in the MRP and
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San Mateo County Stormwater Resources Plan. The proposed Project co-locates
stormwater diversion and treatment facilities in the Park to meet the NPDES
requirements of the San Francisco Bay MRP. Implementation of the proposed Project
would address multiple water quality targets, including a reduction in pollutant
discharges of PCBs and mercury to San Francisco Bay to comply with TMDL requirements,
as well as trash discharge reductions. For these reasons, the proposed Project with the
minor technical revisions associated with the stormwater diversion rate would not
conflict or obstruct the implementation of a water quality control plan or sustainable
groundwater management plan. The proposed Project would reduce localized flooding,
result in net benefits to downstream stormwater runoff and receiving water quality in the
San Francisco Bay, and groundwater recharge in the West Side Ground Water Basin.
Therefore, taking into account the revised project information related to the diversion
rate, impacts to hydrology and water quality, including impacts to drainage patterns and
conformance to existing water quality plans would remain less than significant. The
revised project information does not change the analysis or the conclusions in the adopted
IS/MND pertaining to hydrology and water quality.
6.0 DETERMINATION
In accordance with Section 15164 of the State CEQA Guidelines, the City of South San
Francisco has determined that this Addendum to the adopted Final IS/MND is necessary to
document the minor technical revisions that have occurred in the proposed Project
description for the Orange Memorial Park Water Capture Project since the adoption of the
Final IS/MND. The City has reviewed and considered the information contained in this
Addendum and finds that the preparation of a Subsequent CEQA document that would
require public circulation is not necessary. Any substantial changes in the proposed Project
may be subject to further environmental review.
Signature Date
Eunejune Kim City Engineer/Public Works Director
Printed Name Title
City of South San Francisco
Agency
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7.0 SUPPORTING CEQA DOCUMENTATION
A. Orange Memorial Park Water Capture Project Final Mitigated Negative Declaration
(State Clearinghouse No. 20190609092). Adopted August 21, 2019.
8.0 REFERENCES
Horizon Water and Environment. 2015a. Biological Assessment for the Colma Creek Flood
Control Channel Maintenance Project. San Mateo County, California. December 2015.
Accessed on 28 April 2019. Retrieved from:
https://publicworks.smcgov.org/sites/publicworks.smcgov.org/files/ColmaCreekFl
oodControlChannelMaintenance_ISMND_June2016_0.pdf
Wetland Delineation Report for the Colma Creek Flood Control Channel Maintenance Project.
2015b. San Mateo County, California. December 2015. Accessed on 28 April 2019.
Retrieved from:
https://publicworks.smcgov.org/sites/publicworks.smcgov.org/files/ColmaCreekFl
oodControlChannelMaintenance_ISMND_June2016_0.pdf
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