EXECUTIVE
SUMMARY
This section provides an overview of the Proposed Project and its objectives, and summarizes the potential impacts anticipated as a result of project implementation. A summary table identifies these impacts and lists the mitigation measures recommended to reduce significant adverse impacts. The alternatives considered in the EIR are also briefly described. For a full description of the proposed project, its impacts, and alternatives, the reader is referred to Sections B, C, and D of the EIR, respectively.
The Proposed Project results from the filing of two
applications for Certificates of Public Convenience and Necessity (CPCNs) with
the California Public Utilities Commission (CPUC). The first CPCN application
(A.98-11-003) requests approval to construct and operate a water transmission
line in western Orange County to supply domestic water to the Bolsa Chica
Planned Community, a proposed residential development project on Bolsa Chica
Mesa. The second application (A.98-11-015) requests approval for the designation
of the project applicant (Southern California Water Company) as the wastewater
management agency for the proposed residential development project.
Southern
California Water Company (SCWC) proposes to construct an underground water
transmission line to deliver water to the Bolsa Chica Planned Community site,
located at the southerly terminus of Bolsa Chica Street in unincorporated
territory (see Section B.3 for a description of the project location). The water
line would extend from the SCWC’s existing domestic water system in the City
of Cypress to the Bolsa Chica Planned Community site (a total distance of
approximately 6.7 miles), terminating at a 4-million gallon underground water
storage reservoir to be constructed on the residential development site (see
Figure ES-1). Additional water facilities planned for the Bolsa Chica Planned
Community site include a distribution pump station, a backbone water
distribution system, and a groundwater well with wellhead treatment facilities.
These on-site water distribution facilities were previously subject to
environmental review in the 1996 Recirculated Draft Environmental Impact
Report for Bolsa Chica Local Coastal Program (County of Orange, 1996; see
Section A.4). The proponent for the planned residential development on the Bolsa
Chica Mesa is Hearthside Homes, Inc.
An on-site sewage collection system is planned to serve the Bolsa Chica Planned Community, including local sewage collector lines, a sewage lift station, and a force main required to connect to the facilities of the County Sanitation Districts of Orange County (CSDOC). All sewage generated by the residential development would flow by gravity to the proposed sewage lift station where it would be pumped to an existing CSDOC 21-inch trunk sewer located in Los Patos Avenue. CSDOC would provide sewage treatment and disposal services for the Bolsa Chica Planned Community. SCWC would operate and maintain the on-site wastewater collection facilities. The on-site wastewater facilities were previously examined in the 1996 Recirculated Draft Environmental Impact Report for Bolsa Chica Local Coastal Program (County of Orange, 1996; see Section A.4).
Figure ES-1 (pdf) Proposed Water Transmission Line Route
The EIR for the
Bolsa Chica Local Coastal Program was certified by the Orange County Board of
Supervisors on December 14, 1994. Although the Board’s certification was
challenged by the Bolsa Chica Land Trust (Bolsa Chica Land Trust et
al. v. County of Orange, Superior Court No. 741344), the Orange County
Superior Court on February 16, 1996, rejected the challenge, but ordered that
the EIR be re-circulated with an amended project description. Since
certification of the EIR in 1994, the Bolsa Chica Planned Community project has
been reduced in scale. The 1996 LCP would allow the development of up to 2,500
dwelling units on the Mesa (County of Orange, 1996), while the latest
configuration of the proposal involves approximately 1,235 dwelling units (SCWC
1999). Following litigation over the LCP, the California Court of Appeal has
remanded the Bolsa Chica LCP back to the California Coastal Commission for
consideration. Reconsideration of the LCP may result in a further reduction in
the number of units to be constructed on the Mesa. Since the California Coastal
Commission had not yet adopted any changes to the LCP at the time this EIR was
prepared, the dimensions of any additional changes are not known at this time.
Although changes to the development plan for the Bolsa
Chica Mesa are anticipated, the on-site water distribution and wastewater
collection facilities described in the Bolsa Chica LCP EIR to serve the proposed
Bolsa Chica Planned Community project remain basically the same as previously
proposed. Until a revised site plan
for the development project is available, the exact configuration of the street
system to be constructed will not be known and, as a result, the total length
and configuration of water distribution lines and wastewater collection lines is
not known at this time. It is anticipated that these on-site systems would
either be substantially similar to that which was previously proposed or
slightly reduced in scale due to a reduction in the total number of residential
units to be constructed on the Mesa.
The basic
components of the Proposed Project and related facilities are described below in
Table ES-1.
Component |
Description |
Components
of Proposed Project
|
|
Water Transmission Line |
·
Length:
35,370 linear feet (approximately 6.7 miles) ·
Diameter:
18 inches ·
Material:
Ductile iron pipe (pressure class 350) ·
Typical
depth below surface: 42 inches ·
Corrosion
protection: bituminous coating, encased with a polyethylene wrap |
Water Supplier/Source |
·
Service
provider: Southern California Water Company (Orange County District) ·
Water
source: Groundwater wells (Santa Ana River Groundwater Basin) and the
Colorado River and State Water Project (via MWD) |
Wastewater Collection/Treatment |
·
Wastewater
management agency: Southern California Water Company ·
Wastewater
treatment/disposal: County Sanitation Districts of Orange County |
Related Facilities
|
|
Local Water Storage and Distribution |
·
Underground
reservoir: 4 million gallon capacity ·
Distribution
pumps: Four 1,100-gpm pumps, one 300-gpm jockey pump, one 1,100-gpm
standby pump ·
Groundwater
well: two 1,100-gpm wells (as a backup water source) ·
Distribution
lines: 8”, 12”, and 16” pipes to distribute water to residences |
Wastewater Collection |
·
Collection
system: 8”, 12”, 15”, and 18” sewer lines ·
Lift
station: Two 1,200-gpm pumps, south of Warner Ave. near Los Patos Ave. ·
Force
main: 875’ of force main connecting the lift station to an existing
21” CSDOC trunk sewer in Los Patos Ave. |
ES.2
PROJECT OBJECTIVES
The water transmission pipeline has
been proposed with the basic objective of providing the Bolsa Chica Planned
Community with a reliable, long-term domestic water supply. The proposal is
designed to meet the projected domestic water demands and fire protection needs
of the Bolsa Chica Planned Community. The Proposed Project is also concerned
with ensuring that the planned residential community has an adequate and
reliable wastewater collection and disposal system. Annexation into District 11
of the County Sanitation Districts of Orange County is proposed to provide the
required wastewater treatment and disposal. The basic objectives of the Proposed
Project are summarized as follows:
·
Provide a reliable, long-term domestic water supply for the Bolsa
Chica Planned Community.
·
Construct a water transmission system designed to meet the
projected domestic water demands and fire protection needs of the Bolsa Chica
Planned Community.
·
Ensure the provision of an adequate and reliable wastewater
collection and disposal system for the Bolsa Chica Planned Community.
ES.3
AREAS OF CONTROVERSY
Section
15123 of the CEQA Guidelines requires that an EIR summary identify areas
of controversy known to the Lead Agency, including issues raised by other
agencies and the public. Various issues of concern were expressed at public
scoping meetings for the EIR and through responses to the Notice of Preparation.
The
proposed development of Bolsa Chica Mesa has been a subject of controversy for
many years. All aspects of plans related to the future disposition of the Mesa
and the adjacent Bolsa Chica Wetlands have received ongoing attention from the
public, environmental organizations, the media, and local municipalities. As a
result, substantial concern has been expressed about plans for the provision of
water service to the Bolsa Chica Planned Community site. Part of this concern
has revolved around the issue of determining the appropriate water purveyor for
the Bolsa Chica Planned Community project. The City of Huntington Beach has
indicated that it is the logical water service agency for the Bolsa Chica
Planned Community project because the site is located within the City’s
designated sphere of influence and because the City currently provides water
service to adjacent properties. A broader issue of controversy is the conversion
of Bolsa Chica Mesa from open space to urban development. Although Orange
County’s Local Coastal Program (LCP) designates the Mesa for future
residential development, there is longstanding opposition to the development of
the Mesa from local citizens and interest groups. Legal challenges in recent
years to both the LCP and its EIR are evidence of the strong opposition to
development of the Mesa (see Section A.4).
The
controversy surrounding the proposed development of Bolsa Chica Mesa has carried
over to the Proposed Project. Because the Proposed Project would help facilitate
the implementation of the proposed Bolsa Chica Planned Community project, it has
become the subject of concern and controversy. Although the provision of water
and wastewater service is not primary to the issue development on Bolsa Chica
Mesa, it is considered a vital factor in allowing plans for development to
proceed.
ES.4 ISSUES TO BE RESOLVED
Most of the issues associated
with the implementation of the Proposed Project can be resolved through the
application of existing regulations and permitting requirements, or through the
implementation of the mitigation measures recommended in this EIR. This report
recommends the implementation of a variety of measures designed to reduce or
avoid potentially significant environmental impacts. There are, however, a
number of issues that are closely related to the administration and approval of
the project whose resolution is beyond the scope and purpose of this EIR.
The
primary question for the California Public Utilities Commission (CPUC) regarding
the Proposed Project is whether to allow SCWC to provide water and wastewater
services to the Bolsa Chica Planned Community project. The City of Huntington
Beach, being the closest potential service provider, has expressed its interest
in supplying services to the Bolsa Chica Planned Community. Indeed, in late 1996
and early 1997, the City and the developer discussed the terms for provision of
water and wastewater services from the City. Integral to these discussions were
the terms for annexation of the Bolsa Chica Planned Community site into the City
of Huntington Beach. The Proposed Project – involving construction of a water
transmission line originating in the City of Cypress to serve the Bolsa Chica
Planned Community project – emerges from the failure of the City and the
proponent of the development project to agree to the terms for annexation. This
is now a matter that the CPUC will consider in assessing the applications made
by SCWC for Certificates of Public Convenience and Necessity to act as the water
and wastewater service provider for the Bolsa Chica Planned Community. This
document is designed, in part, to inform that decision-making process.
An
important consideration in this decision-making process is the cost of the
proposed method of water and wastewater service provision to the ratepayers in
SCWC’s West Orange County District. The CPUC has broad regulatory authority
over the development and operation of utilities and is concerned with, among
other things, the interests of ratepayers and the public interest.
A
further issue that is yet to be resolved concerns the approval, by the
California Coastal Commission (CCC), of a modified Local Coastal Program (LCP)
for the Bolsa Chica area. As a result of successful litigation from a coalition
of community groups, the CCC is now reconsidering the LCP in the light of the
Appellate Court’s finding that the eucalyptus grove on the Mesa cannot be
removed as previously proposed (see Section A.4). The resulting change to the
LCP may alter the final configuration of the Bolsa Chica Planned Community
project and potentially reduce the number of dwelling units constructed.
Resolution of these pending matters regarding the LCP is independent from the
CPUC’s consideration of the applications for Certificates of Public
Convenience and Necessity filed by SCWC for the Proposed Project.
ES.5
ALTERNATIVES TO THE PROJECT
Nine
alternatives to the proposed project were initially selected for analysis. These
were selected through an analysis of alternative pipeline alignments and
alternative water sources and from input received from the public and local
jurisdictions during the scoping process. These alternatives were screened using
three criteria: (i) potential to reduce or avoid impacts; (ii) technical and
regulatory feasibility and (iii) consistency with the objectives of the project,
as well as with public policy objectives. As a result of this screening, five of
these alternatives were screened using the above criteria. The remaining four
alternatives, in addition to the No Project Alternative, were thus selected for
evaluation in comparison to the Proposed Project.
The
alternatives selected and their impacts in comparison to the Proposed Project
are described below.
Alternative
1: Connection to the City of Huntington Beach System. The closest feasible alternative for water service for
the Bolsa Chica Planned Community is connection to the City of Huntington Beach
water supply and distribution system (see Section D.2.1 for a full description).
The City has a water main in nearby Warner Avenue. The best point of connection
appears to be the intersection of Los Patos Avenue and Warner Avenue;
approximately one-third of a mile from the proposed underground reservoir on the
Bolsa Chica Planned Community site. The wastewater collection and disposal
system would remain as proposed under this alternative.
Since
this alignment would be substantially shorter than the Proposed Project’s
pipeline alignment, the various environmental impacts associated with pipeline
construction would be substantially less than those of the Proposed Project.
This would include reduced impacts related to construction noise, construction
emissions, and traffic disruption from construction in public streets. This
alternative would also have substantially reduced compared to the other project
alternatives, which each involve the construction of a significantly longer
water transmission line. For these reasons, connection to the City of Huntington
Beach water system is considered the environmentally superior alternative.
Alternative
2: Connection to the SCWC System via the Anaheim-Barber City Channel. This
alternative would connect to the SCWC system further east on Orangewood Avenue
at Holder Street (see Section D.2.2 for a full description). From the point of
connection at Orangewood Avenue and Holder Street, the pipeline would be laid in
a generally southern direction along Holder Street/Springdale Street before
turning southwest to follow the Anaheim–Barber City Channel to Bolsa
Chica Street, where the alignment would continue south within Bolsa Chica Street
similar to the Proposed Project. The wastewater collection and disposal system
would remain as proposed under this alternative.
This alignment
is similar in length to the proposed alignment and utilizes public streets for
most of the route. As a result, this alternative would have similar levels and
types of environmental impacts related to pipeline construction as the Proposed
Project. Because of the slightly greater length of pipeline, this alternative
would have marginally greater construction impacts than the Proposed Project in
relation to air quality and noise. Potential impacts cultural and biological
resources would be slightly reduced because this pipeline route for this
alternative traverses somewhat less sensitive areas. The traffic disruption
associated with construction in public streets would be comparable to that
likely to be induced by the Proposed Project.
Alternative
3: Connection to the SCWC System via Springdale Street and Graham Street.
This proposed pipeline route would be the same as Alternative 2 from
the point of connection with the SCWC water system to the Springdale Street/Meinhardt
Road intersection. South of Meinhardt Road, the pipeline would continue south
(in the southbound lanes) along Springdale Street to McFadden Avenue, then west
along McFadden Avenue to Graham Street (see Section D.2.3 for a full
description). The pipeline would then head south along Graham Street to Heil
Avenue, then west on Heil Avenue to Green Avenue; from Green Avenue the
alignment continues to Los Patos Avenue, then across Los Patos Avenue to the
Bolsa Chica Planned Community site.
Similar
to Alternative 2, this pipeline alignment is similar in length to the Proposed
Project’s pipeline alignment and utilizes public streets for most of the
route. As a result, this alternative would have similar levels and types of
environmental impacts related to pipeline construction as the Proposed Project.
Because of the slightly greater length of pipeline, this alternative would have
marginally greater construction impacts than the Proposed Project. The traffic
disruption associated with construction in public streets would be comparable to
that of the Proposed Project. In general, this alternative would produce impacts
largely similar to those associated with the Proposed Project.
North
Seal Beach Wellfields. This alternative would connect into the North Seal
Beach Wellfields on Lampson Avenue (see Section D.2.4 for a full description).
From the point of connection with the wellfields, a pipeline would be
constructed along Lampson Avenue in an easterly direction to the Bolsa Chica
Channel, then follow the Proposed Project route south to the site of the Bolsa
Chica Planned Community project on the Bolsa Chica Mesa.
The
impacts of this alternative would be generally similar to those associated with
the Proposed Project. In three respects however, this alternative would offer
environmental advantages. The construction impacts associated with air quality,
noise pollution, and risk of effects related to environmental contamination are
all slightly lower than for the Proposed Project.
No
Project Alternative. With the No Project Alternative, SCWC would not serve
as the water purveyor or the wastewater management agency for the Bolsa Chica
Planned Community site and the proposed 6.7-mile domestic water transmission
line would not be constructed. As a
result, the various impacts associated with construction and operation of the
proposed water transmission line would not occur. Without the development of the
Proposed Project, the proponent of the Bolsa Chica Planned Community would be
forced to find an alternative water supply. Presumably, the alternative water
sources that might be considered include water service from a nearby city (see
Alternative 1) or connection to another water source (such as Alternative 4).
The developer could even pursue various alternatives not examined in detail in
this EIR (see alternatives eliminated from further consideration in Section
D.1.4).
ES.6
SUMMARY OF IMPACTS AND MITIGATION MEASURES
The impacts that would result from implementation of the
Proposed Project are summarized in Table ES-2. The impacts identified in this
table correspond to those contained in the complete impacts analysis presented
in Section C of the EIR. Also listed are the mitigation measures proposed to
reduce impacts classified as significant. The following system is used to
classify the significance of impacts:
·
Class I: Significant
Unavoidable Impact. Class I impacts are significant adverse effects that
cannot be mitigated to below a level of significance through the application of
feasible mitigation measures. Class
I impacts are considered significant and unavoidable.
·
Class II: Significant but
Mitigable Impact. A Class II impact is a significant adverse effect that can
be reduced to a less-than-significant level through the implementation of
mitigation measures presented in the EIR.
·
Class III:
Less-than-significant Impact. A Class III impact is a minor change or effect
on the environment caused by the proposed project that does not meet or exceed
the criteria established to gauge significance.
Less-than-significant impacts do not require mitigation.
· Class IV: Beneficial Impact. Class IV impacts represent beneficial effects that would result from project implementation.
Impact | Class | Mitigation Measures |
NOx emissions from construction activities would exceed the SCAQMD emission thresholds, and thus would be considered a short-term impact to local air quality conditions. |
|
|
VOC, SOx, CO, and PM10 emission levels from construction activities would be below the SCAQMD emission thresholds, and thus would be considered adverse but less than significant. |
III |
None required. |
Operational emissions would be minimal, but would be considered adverse to local air quality conditions. |
III |
None required. |
Noise |
||
Noise from construction activities could disturb adjacent land uses. |
II |
|
Noise from maintenance and repair operations could disturb adjacent land uses. |
III |
None required. |
Traffic and Circulation |
||
Traffic added to local streets by construction vehicles |
III |
None required |
Temporary reduction in service levels on local streets and intersections during construction. |
I |
|
Temporary blockage of vehicular access to properties during construction. |
I/II |
T-3 SCWC or its contractor shall provide property owners and tenants likely to have driveway access disrupted by construction activities with seven-day advance written notice of the disruption as described in Mitigation Measure N-1. In addition, disruption to access will be minimized by (i) placing steel plates across trenches so that they can be crossed by car as soon as trenching has been completed; (ii) ensuring that all properties are accessible at the end of each work day; and (iii) backfilling progressively. |
Temporary disruptions to bus routes during construction. |
II |
|
Temporary disruption to pedestrian and bicycle circulation during construction. |
II |
|
Environmental Contamination |
||
Workers and/or the public would be exposed to contaminated soil and/or groundwater during excavation of hydrocarbon contaminated soils. |
II |
BC-2 For "medium" potential sites, SCWC shall thoroughly review current agency records followed by site-specific visual inspection of the pipeline route by a qualified and approved environmental consultant. Record review shall identify data confirming no off-site contamination to the pipeline route, adequate remediation of the pipeline route, or agency certified closure of the site. Visual inspection of the unpaved surface and shallow subsurface (with the aid of a spade or probe) should verify no evidence of off-site discharge, surface stains, or unauthorized dumping. Results of the record review or visual inspection that indicate contamination is present in the pipeline route shall cause medium potential sites to be treated as high potential.
|
EC-3 SCWC shall review current agency records of "high" potential sites to design a investigation program to assess surface waste or debris and underlying soil. The review shall be performed by a qualified and approved environmental consultant. Record review of these potential sites must determine that the horizontal limits of soil contamination do not extend near the proposed trench area. Where the limits of contamination are uncertain a soil vapor survey or soil sampling should be conducted along the affected length of the proposed excavation and surface disturbance areas. Laboratory test results from these site investigations should be reported to DTSC or the County Health Department and include an assessment of the contamination potential in the trench area. Subsurface investigation for high potential sites shall determine appropriate worker protection, hazardous material handling, and disposal procedures appropriate for the subject site. The feasibility of on-site treatment methods shall be evaluated in the hazardous materials handling and disposal plans. Treatment options should include, but not be limited to, soil washing, chemical stabilization/fixation, vapor extraction, thermal oxidation, and bioremediation. | ||
Possible exposure of workers and the public to previously undiscovered contaminated soil and/or groundwater. |
II |
EC-4 SCWC shall assign trained personnel during active trenching to observe visual evidence of contamination and perform monitoring with appropriate testing equipment (photo ionization or flame ionization detectors), sampling and direct laboratory testing as necessary to identify areas of previously unknown soil contamination within the excavation. These personnel should meet the federal OSHA requirement for 40-Hour Training for Hazardous Waste Operations and Emergency Response (29CFR1910.120) and be familiar with the calibration and operation of the testing equipment. |
Geology and Soils |
||
Potential rupture of the pipeline by strands of the Newport-Inglewood fault zone or by the potentially active Los Alamitos fault. |
I |
G-1 Prior to final design, SCWC shall conduct geologic/geotechnical investigations to document the location, orientation, and direction of anticipated offset for the North Branch, Bolsa-Fairview, and Los Alamitos faults, and, as appropriate, incorporate design recommendations to mitigate fault rupture. This investigation may be conducted in conjunction with the investigations described in Mitigation Measures G-2, G-3, and G-4. |
Strong ground shaking induced by a large event on the Newport-Inglewood could cause collapse or rupture of the pipeline. |
II |
G-2 Proper seismic design allows structures to withstand intense ground shaking without collapse. Design of the project facilities shall conform to current codes and specifications. A complete geotechnical engineering investigation shall be completed, and the findings thereof considered, before preparation of final design of the pipeline. This investigation may be conducted in conjunction with the investigations described in Mitigation Measures G-1, G-3, and G-4. |
Liquefaction, lateral spreading, and differential settlement could cause pipeline rupture. |
II |
G-3 Geotechnical investigations shall be completed in areas classified as having moderate to very high liquefaction potential and areas of potential differential settlement and the findings thereof considered before final design of the Proposed Project. Liquefaction can be mitigated by several methods including dynamic densification, ground improvement, grouting, or removal of suspect soils. This investigation may be conducted in conjunction with the investigations described in Mitigation Measures G-1, G-2, and G-4. |
Damage to the pipeline from corrosive soils. |
II |
G-4 A thorough geotechnical investigation to fully characterize the presence, extent, and corrosion potential of the soils along the pipeline alignment shall be completed prior to final design. Based on the results, appropriate measures can be designed to minimize potential impacts from corrosion. This investigation may be conducted in conjunction with the investigations described in Mitigation Measures G-1, G-2, and G-3. |
Hydrology and Water Quality |
||
During construction, surface water could be impacted by an increased amount of sediment transported to drainage channels and Huntington Harbor. |
III |
None required |
Damage to pipeline during a 100-year flood event. |
III |
None required. |
Risk of leak or rupture during pipeline operation. |
III |
None required. |
Lateral erosion in storm channel resulting in exposure of buried pipeline. |
III |
None required. |
Cultural Resources |
||
Pipeline construction could disturb cultural resources as it passes through areas of moderate to high sensitivity for prehistoric and historic resources. |
II |
CR-1 SCWC shall provide a qualified archaeological monitor at excavations for the proposed pipeline where it passes through areas of moderate to high sensitivity for prehistoric and historic resources. If evidence of cultural remains is encountered, Native American representatives will be notified and afforded the opportunity to review the find. During the archaeological monitoring program, the archaeological monitor will visually inspect the excavation areas and have the authority to halt any grading or construction activities in areas where cultural resources are identified. Once identified, the monitor(s) will complete an initial assessment and, if the resources appear to represent a significant find, they will halt activities until a Phase II evaluation of the resource(s) can be completed (in accordance with the CEQA Guidelines). |
Impact to area identified as CA-ORA- |
II |
CR-2 SCWC shall provide a qualified archaeological monitor and Native American monitor at the excavations for the proposed pipeline in the vicinity of prehistoric site CA-ORA-83/86/144. During the archaeological monitoring program, the archaeological monitor (and Native American) will visually inspect the excavation areas and have the authority to halt any grading or construction activities in areas where cultural resources are identified. Once identified, the monitor(s) will complete an initial assessment and, if the resources appear to represent a significant find, they will halt activities until a Phase II evaluation of the resource(s) can be completed (in accordance with the CEQA Guidelines). |
Impact to areas peripheral to those identified as CA-ORA-84 and 85 (and 288). |
II |
CR-3 SCWC shall provide a qualified archaeological monitor and Native American monitor to oversee the excavations of the proposed pipeline in the vicinity of prehistoric site CA-ORA-84/85/288. During the archaeological monitoring program, the archaeological monitor (and Native American) will visually inspect the excavation areas and have the authority to halt any grading or construction activities in areas where cultural resources are identified. Once identified, the monitor(s) will complete an initial assessment and, if the resources appear to represent a significant find, they will halt activities until a Phase II evaluation of the resource(s) can be completed (in accordance with the CEQA Guidelines). |
Pipeline connection at Reservoir Site is likely to impact resources associated with prehistoric occupation of Bolsa Chica Mesa. |
II |
CR-4 The area of the pipeline connection to the underground reservoir on Bolsa Chica Mesa shall be formally tested for significant cultural resources prior to grading to ascertain whether this area contains subsurface prehistoric deposits and/or whether or not additional evidence of human remains are present. Based on the results of testing, all grading at the reservoir site must be monitored by a qualified archaeologist and a Native American monitor. |
Biological Resources |
||
Construction adjacent to Old Bolsa Chica Road may disturb nesting migratory birds using the riparian community in Bolsa Chica Channel. |
II |
B-1 If construction is to take place between May 15th and August 15th along Old Bolsa Chica Road, a biological survey of the area shall be completed within the two weeks prior to initiation of construction. The survey must be completed by a qualified biologist who shall survey the area for three consecutive mornings for territorial pairs and, if possible, locate any nests. If territorial pairs or nests of a bird listed under the Migratory Bird Act (Title 50 of the Code of Federal Regulations, Section 10.13) are found during the survey period, then construction shall avoid the area completely until August 15 or until two weeks after all nests have fledged, whichever occurs first. |
Land Use and Recreation | ||
Short-term disruption to residents, workers and others seeking access to residential, commercial, and industrial land uses. |
III |
See N-1, N-2, and T-3. |
Temporary interference with access to the Eucalyptus Park on Orangewood Avenue. |
III |
None required |
Temporary interference with access to and use of the Naval Base Golf Course. |
III |
None required. |
Public Utilities and Services |
||
Emergency service providers could be blocked or impeded by pipeline construction activities. |
II |
PS-1 SCWC shall coordinate in advance with emergency service providers to avoid restricting movements of emergency vehicles. Police departments, fire departments, ambulance services, and paramedic services shall be notified in advance by SCWC of the proposed locations, nature, timing, and duration of any construction activities and advised of any access restrictions that could impact their effectiveness. At locations where access to nearby property is blocked, provision shall be ready at all times to accommodate emergency vehicles, such as plating over excavations, short detours, and alternate routes in conjunction with local agencies. Traffic Control Plans shall be developed (see Mitigation Measure T-1) which include details regarding emergency services coordination and procedures, and copies shall be provided to all relevant service providers. Documentation of coordination with service providers shall be provided to the CPUC prior to the start of construction |
Emergency service providers could be blocked or impeded by pipeline construction activities. |
II |
PS-1 SCWC shall coordinate in advance with emergency service providers to avoid restricting movements of emergency vehicles. Police departments, fire departments, ambulance services, and paramedic services shall be notified in advance by SCWC of the proposed locations, nature, timing, and duration of any construction activities and advised of any access restrictions that could impact their effectiveness. At locations where access to nearby property is blocked, provision shall be ready at all times to accommodate emergency vehicles, such as plating over excavations, short detours, and alternate routes in conjunction with local agencies. Traffic Control Plans shall be developed (see Mitigation Measure T-1) which include details regarding emergency services coordination and procedures, and copies shall be provided to all relevant service providers. Documentation of coordination with service providers shall be provided to the CPUC prior to the start of construction. |
During construction, temporary traffic closures and increased congestion could potentially increase the commute time to local schools. |
III |
None required |
Emergency service providers from temporary disruption to traffic flow and congestion resulting from emergency response due to any unforeseen rupture or failure. |
III |
None required. |
Potential utility service disruptions during construction activities. |
III |
None required |
Accidental damage to existing utility lines during trenching activities. |
III |
None required |