HomeMy WebLinkAboutRCC AGENDA PK 1999/11/11
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MITIGATED NEGATIVE DECLARATION
PROJECT NAME: EastLake Business Center II Annexation
PROJECT LOCATION: North of Otay Lakes Road, east of EastLake
Business Center I, and west of Hunte Parkway
ASSESSOR'S PARCEL NO. 595-080-25~00
PROJECT APPLICANT: The EastLake Company
CASE NO: IS-00-03 DA TE: September 17, 1999
A. Project Setting
The project site is located on the north side of Otay Lakes Road between Hunte
Parkway and Lane A venue within the adopted EastLake III General Development
plan. The site is limited to the north by a residential development known as
Rolling Hills; to the east by future EastLake residential development; to the south
by a residential neighborhood across Otay Lakes Road; and to the west by the
existing EastLake Business Center I.
The site is presently zoned PC, Planned Community, and designated Research and
Limited Manufacturing in the City of Chula Vista General Plan and EastLake III
General Development Plan.
The project site occupies an area of rolling hills with site elevations ranging from
approximately 740 feet above mean sea level (MSL) in the east-central portion of
the site to approximately 610 feet MSL along Otay Lakes Road in the southern
portion of the site. The 107-acre site is currently being used for dry farming.
The area surrounding the project site is rapidly transitioning from open
agricultural uses to "Planned Community" development, including residential,
business park, and commercial uses. EastLake Business Center I, bordering the
project site to the west, has been graded and several manufacturingl1ight industrial
finns have begun operations. Residential development (EastLake Greens)
immediately to the south is separated from the project site by Otay Lakes Road, a
six-lane prime arterial along the project frontage.
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B. Project Description
The proposed project consists of incorporating 110 light industrial acres from the
EastLake III General Development Plan (GDP) to the EastLake II GDP and
EastLake I Sectional Planning Area (SPA) plan. The project also includes a
Tentative Subdivision Map to subdivide the above-mentioned acres into 16
industrial lots.
PROJECT PERMITS REQUIRED
EastLake II General Development Plan Amendment:
The proposed amendments to the EastLake II General Development Plan consist
of changing the GDP map, text, and statistics to incorporate from EastLake III
107.9 acres of Research & Limited Manufacturing (IR) with no change to land
use.
EastLake I Sectional Planning Area (SPA) Plan Amendments:
The proposed amendments to the EastLake I SPA Plan are primarily to reflect the
incorporation of the 107.9 acres of Research and Limited Manufacturing as BC-l,
Business Center Manufacturing Park District in the Land Use Districts map and
added acreage to the overall SPA statistics.
Tentative Subdivision Map:
The project also includes a tentative subdivision map to subdivide the 110 acres
into 16 industrial lots and internal streets.
Note:
Amendments to the EastLake III GDP resulting from the above-mentioned GDP
boundary adjustment and transfer of 110 acres to Eastlake II GDP will be
incorporated as part of the overall EastLake III GDP replanning program, which
is currently being processed.
RESPONSIBLE AGENCIES
Regional Water Quality Control Board (NPDES)
C. Compatibility with Zoning and Plans
The project represents no change to the adopted land uses.
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D. Identification of Environmental Effects
An Initial Study conducted by the City of Chula Vista (including an attached
Environmental Checklist Form) determined that the proposed project will not
have a significant environmental effect and that the preparation of an
Environmental Impact Report will not be required. This Mitigated Negative
Declaration has been prepared in accordance with Section 15070 of the State
CEQA Guidelines that states a mitigated negative declaration shall be prepared
when the initial study identifies potential significant effects, but:
1. Revision in the project plans or proposals made by, or agreed to by the
applicant before a proposed mitigated negative declaration and initial
study are released for public review would avoid the effects or mitigate the
effects to a point where clearly no significant effects would occur, and
2. There is no substantial evidence in light of the whole record before the
agency, that the project as revised may have a significant effect on the
environment.
A discussion of these potentially significant impacts from the proposed project is
found in Exhibit "A" as attached.
E. Mitigation is found in Exhibit "A" as attached.
F. Consultation
1. Individuals and Organizations
City of Chula Vista: Doug Reid, Planning
Marilyn Ponseggi, Environmental Planner
Brian Hunter, Environmental Planner
Luis Hernandez, Environmental Planner
Applicant's Agent: Guy Asaro
2. Documents
Chula Vista General Plan (1989) and EIR (1989)
Biological Resources Survey, RECON (1999)
Noise Technical Study, RECON (1999)
Cultural Resources Survey, RECON (1999)
Report of EIR-Ievel Geotechnical Investigation, Geotechnics, Inc.
Hydrological Study, Hunsaker & Associates (1999)
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Overview of Sewer Service, Wilson Engineering (1999)
EastLake Business Center II Fiscal Analysis, CIC Research, Inc (1999)
Sub-Area Water Master Plan, John Powell & Associates, Inc. (1999)
3. Initial Study
This environmental determination is based on the attached Initial Study,
any comments received on the Initial Study, and any comments received
during the public review period for this Mitigated Negative Declaration.
The report reflects the independent judgment of the City of Chula Vista.
Further information regarding the environmental review of this project is
available from the Chula Vista Planning Department, 276 Fourth A venue,
Chula Vista, CA 91910.
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AGENT F R THE CITY OF CHULA VISTA
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EASTLAKE BUSINESS CENTER II
INITIAL STUDY
SEPTEMBER 1999
Prepared for
CITY OF CHULA VISTA
276 FOURTH AVENUE
CHULA VISTA, CA 91910
Prepared by
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RECON NUMBER 3198E CD
4241 Jutland Drive, Suite 201
San Diego, CA 9211 7 -3653 ·..~.I. .'.
619 / 270-5066 fax 270-5414 __ __'.1_. .. _.._
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EastLak", Business Center II Initial Study
TABLE OF CONTENTS
INTRODUCTION 1
PROJECT LOCATION 1
BACKGROUND 1
ENVIRONMENTAL SETTING 1
PROJECT DESCRIPTION 4
PROJECT APPROV ALS 8
LEAD, RESPONSIBLE, AND TRUSTEE AGENCIES 9
ENVIRONMENTAL CHECKLIST FORM RESPONSES 10
I. Aesthetics 11
II. Agriculture Resources 13
III. Air Quality 15
IV. Biological Resources 17
V. Cultural Resources 19
VI. Geology and Soils 22
VII. Hazards and Hazardous Materials 26
VIII. Hydrology and Water Quality 28
IX. Land Use and Planning 33
X. Mineral Resources 34
XI. Noise 35
XII. Population & Housing 37
XIII. Public Services 38
XIV. Recreation 40
XV. TransportationlTraffic 41
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EastLak.", .Jusiness Center II Initial Study
TABLE OF CONTENTS
(cont.)
XVI. Utilities & Service Systems 43
XVII. Thresholds Analysis 46
XVIII. Mandatory Findings of Significance 51
XIX. Project Revisions or Mitigation Measures 52
XX. Agreement to Implement Mitigation Measures 52
XXI. Environmental Factors Potentially Affected 52
XXII. Determination 53
REFERENCES 54
FIGURES
1: Regional location of proposed project 2
2: Vicinity location of proposed project 3
3: Existing vegetation map 5
4: Tentative tract map 7
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EastLaJ.\.... Business Center II Initial Study
INTRODUCTION
This initial study identifies the potential environmental impacts with the proposed
development and establishes mitigation measures to mitigate potential impacts. Since the
subject site is presently designated Research and Limited Manufacturing in the City's
General Plan and adopted EastLake III General Development Plan and no change to this
land use designation is proposed, the project is basically a GDP/SP A boundary
adjustment to allow the development of the subject site under the adopted regulatory
documents of EastLake II GDP and EastLake I SPA plans.
PROJECT LOCATION
The 107.9-acre project site is located north of Otay Lakes Road, east of EastLake
Business Center I, and west of Hunte Parkway on Assessor's Parcel No. 595-080-25-00.
Figure 1 shows the regional location of the project site and Figure 2 shows the vicinity
location.
BACKGROUND
The subject site is located at the northwest comer of the EastLake III GDP (adopted in
1990) and designated Research and Limited Manufacturing. Under the EastLake III GDP,
the site was intended to be an extension of the westerly adjacent Business Center
(EastLake Business Center I), which is part of the EastLake II GDP. However, with the
exception of the Olympic Training Center, also adopted in 1990, the EastLake III GDP
does not have adopted SPAs. For this reason, the applicant is requesting that the 110
industrial acres, presently in EastLake III GDP, be incorporated into the EastLake II GDP
and EastLake I SPA with the same land use designation and subject to the same property
development standards in order to meet present market demand for industrial land.
The applicant has filed an application to replan the EastLake III GDP and adopt SPAs for
two residential neighborhoods. Thus, the amendments to the EastLake III GDP resulting
from the above-mentioned GDP boundary adjustment and transfer of 110 acres to
EastLake II GDP will be incorporated as part of the overall EastLake III GDP replanning
program.
ENVIRONMENTAL SETTING
The project site is located on the north side of Otay Lakes Road between Hunte Parkway
and Lane A venue within the adopted EastLake III General Development Plan. The site is
limited to the north by a residential development known as Rolling Hills; to the east by
future EastLake residential development; to the south by a residential neighborhood
across Otay Lakes Road; and to the west by the existing EastLake Business Center I.
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EastLak.", rlusiness Center II Initial Study
The site is presently zoned PC, Planned Community, and designated Research and
Limited Manufacturing in the City of Chula Vista General Plan and EastLake III General
Development Plan.
The property is bounded on three sides by residential properties. To the north and the
south are the existing residential communities of Salt Creek Ranch (Rolling Hills Ranch)
and EastLake Greens, respectively. To the east is the future EastLake III residential
community. To the west is the EastLake Business Center I area to which the proposed
project would be annexed.
The project site occupies an area of rolling hills with site elevations ranging from
approximately 740 feet above mean sea level (MSL) in the east-central portion of the site
to approximately 610 feet MSL along Otay Lakes Road in the southern portion of the
site. The 107 -acre site is currently being used for dry farming. Figure 3 is an existing
vegetation map.
The area surrounding the project site is rapidly transitioning from open agricultural uses
to "Planned Community" development, including residential, business park, and
commercial uses. EastLake Business Center I, bordering the project site to the west, has
been graded and several manufacturingllight industrial firms have begun operations.
Residential development immediately to the south is separated from the project site by
Otay Lakes Road, a six-lane prime arterial along the project frontage.
Except for future construction of a high school and elementary school on Hunte Parkway,
plans call for the undeveloped areas within EastLake III GDP, west of the Upper Otay
Reservoir, to be developed with residential uses.
There are no existing structures or other features of historical or cultural significance
within the project site.
PROJECT DESCRIPTION
The proposed project is to develop the EastLake Business Center II area prior to the
completion of the overall EastLake III General Development Plan and Sectional Planning
Area planning program. To do this, the applicant proposes to delete the EastLake
Business Center II site from the EastLake III GDP and annex it to the EastLake II GDP
and the EastLake I Business Center SPA Plan.
The Business Center II Supplemental SPA Plan is designed to implement the EastLake II
General Development Plan (as amended). The community structure of the Business
Center II project is essentially established by the existing Business Center I to which the
expansion is tied. Thus, most of the Business Center I focal points, thematic elements,
and so on will be extended as linear components as part of the proposed project.
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EastLalœ Business Center II Initial Study
A tentative tract map for the development of research and limited manufacturing uses on
107 acres is also proposed (Figure 4). The tentative tract map includes 76 net developable
acres, a supporting internal road system, and landscaped manufactured slopes and buffer
areas. Lot sizes range from approximately 3 acres to 12 acres in size. It is proposed to
develop a portion of the site with 50,000 square feet of corporate office uses and 40,000
square feet of warehousing on Lot 1. Access to the site will be via Fenton Street (to Lane
A venue) and via a proposed full access traffic signal on Otay Lakes Road.
An off-site area east of the Business Center II area and west of Hunte Parkway is shown
on the tentative tract map for grading to permit a balance of grading operations. Figure 4
shows conceptual grading in the off-site parcel to the east of the project site. The off-site
area will not be permitted to otherwise develop prior to the adoption of the EastLake III
SPA Plan.
Phasing. The proposed project includes three primary phases of development based on
the need to balance grading and infrastructure improvements. Phase 1 will include
construction of entrances to the project from Fenton Street, portions of the Fenton Street
extension and Street" A," and development of Units 1 and 6. Phase 2 will consist of the
completion of the Fenton Street extension, construction of a portion of Street "B," and
development of Units 7 through 10. Phase 3 construction will include completion of
Streets "A" and "B," and development of the remaining units.
The development of individual building sites will begin as the market dictates. Buildout
of all building sites may occur over several years. The proposed phasing and actual
construction timing may be modified during the EastLake Business Center II Master
Tentative Map process and modification to the Public Facilities Financing Plan resulting
from the Master Tentative Map conditions of approval.
The traffic study prepared for the proposed project concludes that the Interstate
805ffelegraph Canyon Road interchange is a constraint in the area circulation system.
This intersection currently operates below acceptable levels of service and would be
significantly impacted if more than two seconds of delay are calculated as a result of
traffic from any single project. Therefore, until either State Route 125 or Olympic
Parkway are extended, the traffic study concludes that 42 gross acres (the proposed 10-
acre Lot 1 facility + 32 additional acres) of the project site may be developed before
reaching a significant traffic impact (greater than two-second delay) at the Interstate 805
Telegraph Canyon Road interchange.
Similar calculations were conducted assuming that Olympic Parkway is extended to
Paseo Ranchero. Results show that 59 gross acres (Lot 1 + 49 additional acres) of the
site could be built before reaching a significant impact.
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EastLak", ßusiness Center II Initial Study
Drainage. On-site drainage has been designed to handle 50-year peak flows from the site
into four existing outlets. One 36-inch outlet exists at the cul-de-sac, an IS-inch outlet at
Fenton Street and 48-inch and 24-inch outlets in Otay Lakes Road. A detention basin will
be constructed to serve the proposed project. Determination of its precise location will be
based on a final drainage report being prepared by Hunsaker & Associates. The basin
will either be located on-site in the southeast comer of the project site or within the off-
site area to be disturbed by grading (see Figure 4).
Grading: Figure 4 shows the proposed grading plan for the project, consisting of
approximately 1.92 million cubic yards. An off-site area east of the Business Center II
area and west of Hunte Parkway is shown on the tentative map for grading to permit a
balance of grading operations. Figure 4 shows this off-site parcel. The final grading
design would be subject to Chapter 15.04 of the City's Municipal Code. Slope banks in
excess of five feet in height would be constructed at a gradient of 2 to 1 (horizontal to
vertical) or flatter unless otherwise approved by the City Engineer. Minor interior slopes
between lots may be 1.5 to 1. The off-site area will not be permitted to develop beyond
the proposed fill stockpiling prior to the adoption of the EastLake III SPA Plan.
Landscaping. The conceptual landscape plan shown in the SPA Plan provides a general
design framework for reinforcing the development pattern already established in the
adjacent development, Business Center I. Key elements of the landscape pattern are to
provide a neighborhood entry from Otay Lakes Road to Business Center II and for
Fenton Street to be an extension and connection between the two business parks, unifying
them through landscaping and signage.
PROJECT APPROVALS
The following permits are required for project implementation:
EastLake II General Development Plan Amendment:
The proposed amendments to the EastLake II General Development Plan consist
of changing the GDP map, text, and statistics to incorporate from EastLake III
107.9 acres of Research & Limited Manufacturing (IR) with no change to land
use.
EastLake I Sectional Planning Area (SPA) Plan Amendments:
The proposed amendments to the EastLake I SPA Plan are primarily to reflect the
incorporation of the 107.9 acres of Research and Limited Manufacturing as BC-l,
Business Center Manufacturing Park District in the Land Use Districts map and
added acreage to the overall SPA statistics.
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EastLak\,; clusiness Center II Initial Study
Tentative Subdivision Map:
The project also includes a tentative subdivision map to subdivide the 110 acres
into 16 industrial lots and internal streets.
Note:
Amendments to the EastLake III GDP resulting from the above-mentioned GDP
boundary adjustment and transfer of 110 acres to EastLake II GDP will be
incorporated as part of the overall EastLake In GDP replanning program, which
is currently being processed.
LEAD, RESPONSIBLE, AND TRUSTEE AGENCIES
Lead Agency
In conformance with Section 15050 and 15367 of the CEQA Guidelines, the City of
Chula Vista will be the "lead agency," which is defined as the "public agency, which has
the principal responsibility for carrying out or approving a project."
Possible Responsibleffrustee Agencies
Responsible agencies are those agencies that have a discretionary approval over one or
more actions involved with development of the project site. Trustee agencies are state
agencies having discretionary approval or jurisdiction by law over natural resources
affected by a project. These agencies may include, but are not limited to, the following:
Responsible Agencies
Regional Water Quality Control Board (NPDES)
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EastLake Business Center II Initial Study
ENVIRONMENTAL CHECKLIST FORM
1. Project Title:
EastLake Business Center II GDP and SPA Amendment
2. Lead Agency Name and Address:
City ofChula Vista, 276 Fourth Avenue, Chula Vista, California 91910
3. Contact Person and Phone Number:
Brian Hunter, Environmental Projects Manager, (619) 691-5016
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EastLake Business Center II Initial Study
Less Than
Significant
Potentially with Less Than
ISSUE Significant Mitigation Significant
Impact Incorporation Impact No Impact
I. AESTHETICS. Would the project:
a) Have a substantial adverse effect on a 'scenic vista? 0 0 [g] 0
b) Substantially damage scenic resources, including, but 0 0 0 [g]
not limited to, trees, rock outcroppings, and historic
buildings within a state scenic highway?
c) Substantially degrade the existing visual character or 0 [g] 0 0
quality of the site and its surroundings?
d) Create a new source of substantial light or glare, 0 0 [g] 0
which would adversely affect day or nighttime views in
the area?
Comments:
Response to la. The proposed amendments to the approved EastLake n and In GDPs and EastLake I
SPA Plan (1985) and future approval of a tentative map will not result in a substantial adverse effect on a
scenic vista. The project site is located in an area which has experienced a high degree of development.
Future development will be subject to the design standards established in the GDP and SPA Plan.
Development of the site is anticipated and was previously discussed in EIRs for the above-listed plans.
Mitigation measures included in the EIR for the EastLake nI GDP include requirements to create, via the
SPA Plan process, guidelines and design criteria governing site design, building setbacks, height limits,
landscaping, and buffer/edge treatments, among other techniques (EastLake nI/Olympic Training Center
SEIR #89-11, 1989)
Impacts to Otay Lakes Road, which is designated a scenic highway, have been determined to be less than
significant. Project design incorporates a landscaped open space buffer between proposed development
areas and the highways. In addition, industrial sites are isolated by a grade differential~ the roadway and
nearby residential areas are lower than the proposed industrial area. Project implementation is consistent
with future development plans for the area and would not represent a significant change given the type
and amount of surrounding development already located in the area {including varied density residential,
public facilities including a fire station, and industrial uses). Views of these facilities and the treatment of
the roadway itself will be consistent with the City's goal to maintain scenic quality and maximize the
future scenic highway potential (General Plan, July 1989).
Response to lb. The proposed project will grade and develop an existing dryland farm site. Surrounding
areas to the north, west, and south are already developed or in the process of developing with urban uses.
The Salt Creek West (Rolling Hills Ranch) single-family residential development is located to the north.
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EastLake Business Center II Initial Study
Otay Lakes Road separates the site from EastLake Trails/Greens located to the south. EastLake Business
Center I is developing researchllimited manufacturing uses to the west of the site consistent with the
approved land use designation and zoning.
The project will alter the appearance of the project site by allowing development of a hillside visible to
eastbound travelers along Otay Lakes Road (Telegraph Canyon Road). The project will avoid impacts to
scenic highways through provisions of an open space buffer and separation due to a grade differential.
Development will not substantially damage scenic resources in the area. The site does not include
visually significant trees, rock outcrops, or historic buildings that may contribute to the scenic quality of
the area (EastLake nI/Olympic Training Center SEIR #89-11, 1989).
Response to Ic. See responses Ia and Ib above. Future site development would be subject to the
architectural and landscaping requirements outlined for the approved EastLake I SPA Plan and EastLake
n GDP. Development plans must meet the design standards established for the approved plans.
Therefore, project approval will not result in any significant impact to community aesthetics or visual
quality.
Response to Id. Future research and limited manufacturing facilities may employ outdoor lighting, signs,
and materials that could contribute to light and glare in the project area. Impacts will be reduced to a less
than significant level through implementation of mitigation measures identified in EIR 89-11 (1989) for
the EastLake nI GDP. This includes use of low-pressure sodium vapor (LPSV) lamps in outdoor areas to
,
the extent feasible.
Aesthetics Mitigation
Impacts resulting from project development are discussed in the SEIR for EastLake In GDP (1989). The
project will develop guidelines and design criteria via the SPA Plan detailing proposed compliance and
will utilize LPSV lamps to reduce lighting/astronomical dark sky impacts as required by previously
identified mitigation measures described in the SEIR for the EastLake nI GDP (1989). No additional
mitigation is required.
New mitigation for Lots 2, 3, 12, and 13 to be added after September 1, 1999 meeting.
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EastLake Business Center II Initial Study
Less Than
Significant
Potentially with Less Than
ISSUE Significant Mitigation Significant
Impact Incorporation Impact No Impact
II. AGRICULTURE RESOURCES. In determining whether
impacts to agricultural resources are significant environ-
mental effects, lead agencies may refer to the California
Agricultural Land Evaluation and Site Assessment Model
(1997) prepared by the California Department of
Conservation as an optional model to use in assessing
impacts on agriculture and farmland. Would the project:
a) Convert Prime Farmland, Unique Farmland, or 0 0 0 [g]
Farmland of Statewide Importance (Farmland), as
shown on the maps prepared pursuant to the
Farmland Mapping and Monitoring Program (FMMP)
of the California Resources Agency, to non-
agricultural use?
b) Conflict with existing zoning for agricultural use, or a 0 0 0 [g]
Williamson Act contract?
c) Involve other changes in the existing environment 0 0 0 [g]
which, due to their location or nature, could result in
conversion of Farmland to non-agricultural use?
Comments:
Response to lIa. Lands designated and approved for urban development are not included on maps
prepared by the California Resources Agency pursuant to the FMMP. The site is planned and zoned for
development and does not contain designated Prime Farmland, Unique Farmland, or Farmland of
Statewide Importance. (see Final EIR, City of Chula Vista General Plan Update, May 31, 1989, EIR #88-
2~ EastLake nI/Olympic Training Center SEIR #89-11)
Response to lIb. As stated in la, the project site is zoned and designated for development with
researchllimited manufacturing uses. The conversion of agricultural land was previously addressed in
environmental documents allowing development of the EastLake landholding (which includes the project
site) in the City's "Eastern Territories." This includes the Final EastLake EIR (WESTEC 1982),
Environmental Impact Report, City of Chula Vista General Plan Update (SCH#88052511, EIR #88-2,
1989), and a subsequent environmental impact report prepared for EastLake In GDP (SEIR #89-11,
1989). Dry-farming activities in the area yield low-value crops. Nevertheless, approval of the adopted
general plan was found to eliminate future use of the land for higher-yield production of coastal-
dependent crops and the loss was determined to be significant and unmitigable (City of Chula Vista EIR
#88-2). The City approved Findings of Overriding Consideration to allow the conversion of agricultural
land for development on the EastLake landholding. The proposed project is consistent with the site's
approved zoning and land use designation, which allows researchllimited manufacturing (IR) uses and
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EastLake Business Center II Initial Study
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will not result in additional impacts to agricultural lands. Impacts resulting from the proposed project are
therefore not significant.
Response to lIe. Project approval and development of the project site will not result in additional
pressure to convert farmland to nonagricultural uses. The project site is bordered on the south by Otay
Lakes Road and existing residential development. West of the site is EastLake Business Center I and to
the north is existing residential development. Residential development is planned for the area between the
eastern project boundary and Hunte Parkway.
Agriculture Mitigation
No significant impacts have been identified and no mitigation is required.
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EastLake Business Center II Initial Study
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Less Than
Significant
Potentially with Less Than
Significant Mitigation Significant
ISSUE Impact Incorporation Impact No Impact
III. AIR QUALITY. Where available, the significance criteria
established by the applicable air quality management or
air pollution control district may be relied upon to make the
following determinations. Would the project:
a) Conflict with or obstruct implementation of the 0 0 [g] 0
applicable air quality plan?
b) Violate any air quality standard or contribute 0 0 [g] 0
substantially to an existing or projected air quality
violation?
c) Result in a cumulatively considerable net increase of 0 0 [g] 0
any criteria pollutant for which the project region is
non-attainment under an applicable federal or state
ambient air quality standard (including releasing
emissions which exceed quantitative thresholds for
ozone precursors)?
d) Expose sensitive receptors to substantial pollutant 0 0 [g] 0
concentrations?
e) Create objectionable odors affecting a substantial 0 0 [g] 0
number of people?
Comments:
Response to Ilia. Project approval and subsequent site development will generate an incremental
increase in short- and long-term emissions as businesses develop within the business park. Air pollutants
will be generated during both the construction and operations phases. Development of the proposed
business park is consistent with the approved land use plan for the site and is therefore consistent with the
goals and objectives of the Regional Air Quality Strategy (RAQS). In addition, the proposed use is
included in SANDAG's most recent Series Vln growth forecast used to prepare the State Implementation
Plan (SIP). The SIP documents the necessary overall strategy and individual tactics by which the San
Diego Air Basin can meet its attainment goal. As a consequence, development is anticipated and will not
conflict with or obstruct implementation of the applicable air quality plan. The proposed amendments to
the EastLake I SPA Plan, EastLake II and In GDPs, and subsequent development will therefore not result
in a significant air quality impact.
Response to IIlb. The project is consistent with the growth assumptions in the RAQS and SIP as stated
above. The SEIR (1989) identified short-term significant construction-related impacts associated with
previous approval of the EastLake III GDP, including EastLake Business Center II. No additional impacts
will result from approval of the proposed amendments and subsequent development. Existing federal and
15
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EastLake Business Center II Initial Study
state air quality regulations require that the project implement control measures to reduce dust and other
criteria pollutants through use of best management practices (BMPs) during construction and best
available control technologies (BACTs) during the operation of future manufacturing and industrial uses
on the site. These may include sprinkling for dust control, covering excavated dirt, street sweeping,
hydro seeding or landscaping as quickly as possible following disturbance, and controlling equipment
emissions during grading and construction. Individual permits may be required for the operation of new
manufacturing and research facilities to control emissions. Compliance with existing regulations and
implementation of BACTs and BMPs will ensure that impacts remain below a level of significance.
Response to IIIc. Project impacts will not be increased from those already addressed in the approved
SEIR (1989). Project approval and subsequent development will incrementally increase existing
emissions levels but will not result in a cumulatively considerable net increase of any criteria pollutant
over the long term (see SEIR #89-09 and #89-11).
Response to IIld. The proposed project GDP and SPA amendments will have no effect on future
emissions. The City will review all future site development proposals for conformance with the amended
SPA Plan prior to approval. Depending on the type of facility proposed, additional permits may be
required from the San Diego Air Pollution Control District (APCD) to ensure that emissions conform with
existing state and federal standards. The project will not expose sensitive receptors to substantial pollutant
concentrations. Potential impacts are therefore less than significant.
Response to IIle. See nId above. The proposed project will not create objectionable odors affecting a
substantial number of people. Proposed amendments to the EastLake I SPA and EastLake II and nI
GDPs will have no effect. Future development of business center uses will be similar to already
developed facilities in Business Center I. As for the approved GDP for the site and SPA Plan, future uses
will be subject to additional review at the time specific site development plans are proposed to ensure
conformance with the SPA Plan. Future uses, which are unknown at this time, must comply with existing
air quality regulations. Impacts are less than significant.
Air Quality Mitigation
The project is required to meet minimum state and federal air quality regulations and comply with the
goals and objectives of the RAQS governing construction and future uses. Additional measures may be
required at the time specific development plans are submitted for individual lots.
16
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EastLake Business Center II Initial Study
Less Than
Significant
Potentially with Less Than
ISSUE Significant Mitigation Significant
Impact Incorporation Impact No Impact
IV. BIOLOGICAL RESOURCES. Would the project:
a) Have a substantial adverse effect, either directly or 0 0 0 [g]
through habitat modifications, on any species
identified as a candidate, sensitive, or special status
species in local or regional plans, policies, or
regulations or by the California Department of Fish
and Game or U.S. Fish and Wildlife Service?
b) Have a substantial adverse effect on any riparian 0 0 0 [g]
habitat or other sensitive natural community identified
in local or regional plans, policies, or regulations or by
the California Department of Fish and Game or U.S.
Fish and Wildlife Service?
c) Have a substantial adverse effect on federally 0 0 [g] 0
protected wetlands as defined by Section 404 of the
Clean Water Act (including, but not limited to, marsh,
vernal pool, coastal, etc.) through direct removal,
filling, hydrological interruption, or other means?
d) Interfere substantially with the movement of any native 0 0 [g] 0
resident or migratory fish or wildlife species or with
established native resident or migratory wildlife
corridors, or impede the use of native wildlife nursery
sites?
e) Conflict with any local policies or ordinances 0 0 0 [g]
protecting biological resources, such as a tree
preservation policy or ordinance?
f) Conflict with the provisions of an adopted Habitat 0 0 0 [g]
Conservation Plan, Natural Community Conservation
Plan, or other approved local, regional, or state habitat
conservation plan?
Comments:
Response to IVa. RECON biologists conducted a biological resources survey of the project site on July
27, 1999, and its results are reported in a technical study (RECON 1999a). Previous surveys and studies
were conducted on the property site and adjacent areas for the EastLake nI/Olympic Training Center
completed in 1989. RECON also conducted a habitat assessment for quino checkerspot butterflies in
September of 1998 and a focused survey for Otay tarplant (Hemizonia conjugens) in July, 1999. Neither
were found on the Business Center n project site (RECON 1999a).
17
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EastLake Business Center II Initial Study
All of the reports conclude that there are few native species supported by the site, since the majority of the
site has been under cultivation and the remaining acreage has been directly impacted by the agricultural
practices. Therefore, the proposed project will not impact any plant or wildlife species that are federal or
state listed or proposed threatened or endangered, Multiple Species Conservation Program (MSCP)
covered, narrow endemic, or hold special status in policies or regulations by the California Department of
Fish and Game or U.S. Fish and Wildlife Service.
Response to IVb. The proposed project will not impact any riparian or sensitive habitat since the site
does not support any native vegetation communities and the majority of the site has been under
cultivation.
Response to IV c. The southwest corner of the property contains a cement drainage ditch on the southern
boundary. This man-made facility appears to be part of a drainage system with a detention or de silting
area, which drains into the cement drainage and into a pipe under Otay Lakes Road and off-site. The
vegetation in the desiltation area is primarily the same as in the other disturbed areas on-site, with the
dominant species including pampas grass (Cortaderia sp.), fennel (Foeniculum vulgare), Australian
saltbush (Atriplex semibaccata), tamarisk (Tamarix sp.), Italian thistle (Carduus pycnocephalus), and
horseweed (Conyza canadensis). However, because the area retains some water, it contains some wetland
plant species (arroyo willow [Salix lasiolepis] and annual beardgrass [Polypogon monspeliensis]. The
de silting area and drainage ditch amount to approximately 0.7 acre. Since this area is man-made, it is
considered nonjurisdictional and exempt from a California Department of Fish and Game 1601 Streambed
Alteration Agreement or a U.S. Army Corps of Engineers Section 404 permit.
Response to IVd. The proposed project will not interfere substantially with the movement of any native
resident or migratory fish or wildlife species or with established native resident or migratory wildlife
corridors or impede the use of native wildlife nursery sites.
Response to IVe. The proposed project will not conflict with any local policies or ordinances protecting
biological resources.
Response to IVf. The project area lies within an area designated for development (take) by the City of
Chula Vista MSCP subarea plan. Therefore, the project is deemed consistent with the MSCP.
Biological Resources Mitigation
No significant impacts have been identified and no mitigation is required.
18
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EastLake Business Center II Initial Study
Less Than
Significant
Potentially with Less Than
ISSUE Significant Mitigation Significant
Impact Incorporation Impact No Impact
V. CULTURAL RESOURCES. Would the project:
a) Cause a substantial adverse change in the 0 0 0 [g]
significance of a historical resource as defined in
§15064.5?
b) Cause a substantial adverse change in the 0 0 0 [g]
significance of an archaeological resource pursuant to
§ 15064.5?
c) Directly or indirectly destroy a unique paleontological 0 [g] 0 0
resource or site or unique geologic feature?
d) Disturb any human remains, including those interred 0 D 0 [g]
outside of formal cemeteries?
Comments:
Response to Va. RECON conducted a cultural resource survey of the proposed project site in July 1999.
The property is undeveloped with no evidence of historical resources present. The proposed project will
not affect any historical resources.
Response to Vb. RECON conducted a pedestrian survey of the proposed project site in July 1999.
Archival information from the South Coastal Information Center, the San Diego Museum of Man, and the
San Diego County Survey Records Department reveals five previously recorded sites on or adjacent to the
property (RECON 1999b). These are CA-SDI-ll,572, CA-SDI-ll,573, CA-SDI-12,037, CA-SDI-
12,038, and CA-SDI-12,039 (Smith 1995). These sites have been tested and evaluated as part of the Salt
Creek Ranch project (Pigniolo 1990, 1991 ~ Smith 1994). Three of these sites no longer exist, having been
removed during the construction of Hunte Parkway. The pedestrian survey of the project site relocated
the two previously recorded sites (CA-SDI-11,572 and CA-SDI-11,573). These two sites have been
subjected to a testing program, and were not considered significant. No further work is requested or
required. The proposed project will not adversely affect any archaeological resources.
Response to V c. The Otay Formation is believed to underlie the entire site at depth (Geotechnics Inc.
1999). As discussed in previous documents for the EastLake community (EastLake Final EIR Vol. I 1982,
Final EIR #86-04 EastLake Greens SPA and EastLake Trails Prezone and Annexation 1989), the Otay
Formation possesses a high potential for containing significant fossil resources. The project area is
considered to contain some of the richest deposits in California for the late Oligocene (27-28 million
years old) fossil vertebrates. Previously excavated resources represent a very significant contribution to
California paleontology.
19
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EastLake Business Center II Initial Study
Large-scale grading and landform alteration may expose and destroy subsurface fossil resources. Imple-
mentation of mitigation measures already identified in EIRs for the EastLake n GDP and EastLake
GreensITrails will reduce impacts to a less than significant level.
Response to Yd. There is no evidence of any human remains on the project site (RECON 1999b).
Cultural Resources Mitigation
No significant impacts to cultural resources have been identified and no mitigation is required.
Paleontological Resources Mitigation
The following mitigation measures are drawn from past efforts and have proven successful in protecting
paleontological resources while allowing the timely completion of developments in San Diego and
elsewhere in southern California. Potential impacts to paleontological resources would be reduced to
below a significant level through implementation of these measures.
1. Prior to issuance of a grading permit, the applicant shall confirm in writing to the City of Chula Vista
that a qualified paleontologist has been retained to carry out the mitigation described herein. A
qualified paleontologist is defined as an individual with a M.S. or Ph.D. in paleontology or geology
who is familiar with paleontological procedures and techniques. A paleontological monitor may be
retained to perform the on-site monitoring in place of the qualified paleontologist. A paleontological
monitor is defined as an individual who has experience in the collection and salvage of fossil
materials and who is working under the supervision of a qualified paleontologist.
2. The qualified paleontologist or paleontological monitor shall attend the preconstruction meeting to
consult with the grading and excavation contractors. The paleontologist's duties shall include
monitoring of grading, salvaging, preparation of collected materials for storage at a scientific
institution that houses paleontological collections, and preparation of a monitoring results report.
These duties are defined as follows:
a. The paleontologist or paleontological monitor shall be on-site during the original cutting of
previously undisturbed sediments of the Otay Formation to inspect cuts for contained fossils.
The Sweetwater Formation should be monitored on an as-needed basis as determined by the
paleontologist or paleontological monitor. The frequency of inspections would depend upon the
rate of excavation, the materials excavated, and the abundance of fossils. The paleontologist
would work with the contractor to determine the monitoring locations and amount of time
necessary to ensure adequate monitoring of the project site.
b. In the event that fossils are encountered, the paleontologist (or paleontological monitor) shall
have the authority to divert or temporarily halt construction activities in the area of discovery to
allow recovery of fossil remains in a timely fashion. Because of the potential for recovery of
small fossil remains, it may be necessary to set up a screen-washing operation on-site.
20
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EastLake Business Center II Initial Study
c. Fossil remains shall be cleaned, sorted, repaired, cataloged, and then stored in a local scientific
institution that houses paleontological collections, such as the San Diego Natural History
Museum.
d. A monitoring results report with appropriate graphics summarizing the results (even if negative),
analyses, and conclusions of the above program shall be prepared and submitted to the City of
Chula Vista within 90 days following the termination of the paleontological monitoring program.
21
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EastLake Business Center II Initial Study
Less Than
Significant
Potentially with Less Than
ISSUE Significant Mitigation Significant
Impact Incorporation Impact No Impact
VI. GEOLOGY AND SOILS. Would the project:
a) Expose people or structures to potential substantial
adverse effects, including the risk of loss, injury, or
death involving:
i) Rupture of a known earthquake fault, as delineated 0 0 [g] 0
on the most recent Alquist-Priolo Earthquake Fault
Zoning Map issued by the State Geologist for the area
or based on other substantial evidence of a known
fault? Refer to Division of Mines and Geology Special
Publication 42.
ii) Strong seismic ground shaking? 0 [g] 0 0
iii) Seismic-related ground failure, including 0 [g] 0 0
liquefaction?
iv) Landslides? 0 0 [g] 0
b) Result in substantial soil erosion or the loss of topsoil? 0 0 [g] 0
c) Be located on a geologic unit or soil that is unstable, 0 [g] 0 0
or that would become unstable as a result of the
project, and potentially result in on- or off-site
landslide, lateral spreading, subsidence, liquefaction,
or collapse?
d) Be located on expansive soil, as defined in Table 0 [g] 0 0
18-1-B of the Uniform Building Code (1994), creating
substantial risks to life or property?
e) Have soils incapable of adequately supporting the use 0 0 0 [g]
of septic tanks or alternative waste water disposal
systems where sewers are not available for the
disposal of waste water?
Comments:
Geotechnics, Inc. conducted a geotechnical investigation of the proposed project site in July 1999. Their
report is available at the Planning Offices, 276 Fourth Avenue, Chula Vista, California 91910.
Response to VIa. Development of the proposed project will not expose people or structures to potential
substantial adverse effects, including the risk of loss, injury, or death involving:
22
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EastLake Business Center II Initial Study
i) Active faults. The site is located just east of the La N acion fault zone, which consists of several
north/south-trending normal faults. Since the fault has not offset geologic formations younger
than 11,000 years old, it does not represent a hazard to residential development. Further, faults
become less active as you move easterly across the fault zone. No faults were encountered
during site exploration (Geotechnics Inc. 1999).
ii) Seismic ground shaking. The geotechnical report concludes that the most significant credible
seismic event with respect to the subject site would be a 7.0 magnitude event on the Rose
Canyon fault zone. For noncritical structures, the most significant probable seismic event would
be a magnitude 6.4 event on the Rose Canyon fault zone. By designing structures to comply
with the requirements of the governing jurisdictions, building codes, and standard practices of
the Association of Structural Engineers of California, potentially significant ground-shaking
impacts would be reduced to below a significant level.
Hi) Ground failure, including liquefaction. Potentially liquefiable soils may exist in the colluvium
and alluvium at the site. Therefore, in the areas to be developed, these materials would be
removed and replaced with compacted fill. The potential for liquefaction to occur at the site
after standard development procedures are implemented is considered not significant.
iv) Landslides. Evidence of ancient landslides at the site was not found. Grading of the site may
expose bedrock materials susceptible to instability in steep man-made slopes. Adherence to the
recommended mitigation measures would reduce potential impacts to below a significant level.
Response to Vlb. The proposed project will not result in substantial soil erosion or the loss of topsoil.
Response to Vlc. The proposed project site is located in an area known for clay beds and loose,
compressible soils. The clay beds create a potential for seepage due to the migration of perched
groundwater to slope faces along the clay bed. These conditions are mitigated during rough grading of
the site by construction of earthen buttresses on unstable slopes. Drains are installed at the rear of the
buttresses to control groundwater migration.
The loose, compressible soils are found over much of the site. These materials are subject to settlement
under increased loads or due to an increase in moisture content from site irrigation or changes in drainage
conditions. These materials are typically removed and replaced as a compacted fill in areas which will be
subjected to new fill or structural loads. Implementation of the recommended mitigation measures would
reduce potential impacts to below a significant level.
Response to Vld. Most of the earth material at the site is suitable for reuse in compacted fills.
Excavations in the Otay Formation and colluvium/alluvium are expected to generate predominantly
clayey sand and sandy clay with moderate to high expansion potentials, are slightly to moderately erosive,
and are considered to be unsuitable for use as engineering material. To reduce the potential for
differential movement, these soils must be removed and replaced with competent compacted fill prior to
development of any building structure. The expansive material may be disposed of in deeper fills.
23
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EastLake Business Center II Initial Study
Implementation of the recommended mitigation measures would reduce potential impacts to below a
significant level (Geotechnics Inc. 1999).
Response to VIe. The proposed project site will be served by public sewer and water. As a result,
development will not result in significant impacts.
Geology and Soils Mitigation
No geotechnical conditions were encountered that would preclude the proposed construction. HQwever, a
number of geotechnical considerations exist which should be addressed during planning and design of the
project. Potentially significant geotechnical impacts would be reduced to below significant levels through
implementation of the recommendations included in the technical report (Geotechnics Inc. 1999).
1. Faults and Seismicity. There are no known active faults underlying the project site. The most likely
seismic hazards that may occur at the site would be associated with significant ground shaking due to
an event located within the Rose Canyon fault zone. Potentially liquefiable alluvial soils may exist in
the drainage courses at the site. However, removal of these materials should negate any potential for
liquefaction. Design of structures should comply with the requirements of the governing jurisdictions,
building codes, and standard practices of the Association of Structural Engineers of California.
2. Slope Stability. Evidence of existing slope instabilities, or landslides, was not encountered during this
investigation. However, in some areas where clay beds will be located within cut slopes or underlying
fill slopes, Geotechnics' analysis indicates that potentially unstable conditions may exist. The clay
beds also create a potential for seepage due to the migration of perched groundwater to slope faces.
These conditions are typically mitigated during rough grading of the site by construction of earthen
buttresses on unstable slopes. Drains are installed at the rear of the buttresses to control groundwater.
3. Compressible Soils. Loose, compressible soils are found over much of the site. These materials,
which include topsoil, colluvium, and alluvium, are subject to settlement under increased loads or due
to an increase in moisture content from site irrigation or changes in drainage conditions. These
materials are typically removed and replaced as a compacted fill in areas which will be subjected to
new fill or structural loads.
4. Expansive Soils. Most of the earth material at the site is suitable for reuse in compacted fills.
Vegetation and debris encountered in the topsoil throughout the site are considered deleterious and
unsuitable for reuse in compacted fills. Excavations in the Otay Formation and colluvium/alluvium
are expected to generate predominantly clayey sand and sandy clay with moderate to high expansion
potentials. Expansive soils within pavement, foundation, or slab subgrade will generally heave when
wetted, resulting in cracking or failure. To reduce the potential for differential movement, highly
expansive soils are typically kept below the influence of foundations during grading. The expansive
material may be disposed of in deeper fills and replaced with a compacted fill soil which has a low to
moderate expansion potential.
24
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EastLake Business Center II Initial Study
5. Excavatability. In general, excavations at the site should be achievable using standard heavy earth-
moving equipment in good working order with experienced operators. Some excavations in the Otay
Formation may generate large, strongly cemented material that will require extra effort to crush or
dispose.
6. Groundwater. Shallow, perched groundwater may be encountered at the site, particularly in the
drainage courses. However, based on observations during this investigation, substantial dewatering
efforts should not be necessary in areas which are to be developed. Future irrigation of the
development will introduce significant quantities of water into the underlying soil. This creates the
potential for seepage to develop at the faces of slopes. Although subsurface drains will be installed in
areas where observations indicate that a potential for seepage exists, it is not possible to predict when
and where seepage may ultimately occur. Seepage and localized groundwater conditions are typically
addressed if and when they develop.
7. Transitions Between Cut and Fill. Development of any subdivision in hilly terrain will typically
result in numerous contacts between cuts in bedrock and compacted fills (cut/fill transitions) within
future building areas. In order to reduce the potential for distress associated with differential
settlement, pads are typically graded so that structures do not straddle cut/fill transitions. This may be
accomplished by overexcavating the cut portion of the building pad area so that foundations bear
entirely on a relatively uniform depth of compacted fill.
8. Settlement. It has been Geotechnics' experience that deep fills, even if well compacted, will undergo
some settlement over time. The amount of settlement is related to the fill depth, and the amount of
surface irrigation and subsequent groundwater infiltration. These settlements are usually broad in
nature and do not typically result in distress. Special foundation designs may be recommended in
areas where settlement may be excessive.
25
"- .-
EastLake Business Center II Initial Study
Less Than
Significant
Potentially with Less Than
Significant Mitigation Significant
ISSUE Impact Incorporation Impact No Impact
VII. HAZARDS AND HAZARDOUS MATERIALS. Would the
project:
a) Create a significant hazard to the public or the 0 0 0 [g]
environment through the routine transport, use, or
disposal of hazardous materials?
b) Create a significant hazard to the public or the 0 0 0 [g]
environment through reasonably foreseeable upset
and accident conditions involving the release of
hazardous materials into the environment?
c) Emit hazardous emissions or handle hazardous or 0 0 0 [g]
acutely hazardous materials, substances, or waste
within one-quarter mile of an existing or proposed
school?
d) Be located on a site which is included on a list of 0 0 0 [g]
hazardous materials sites compiled pursuant to
Government Code Section 65962.5 and, as a result,
would it create a significant hazard to the public or the
environment?
e) For a project located within an airport land use plan or, 0 0 0 [g]
where such a plan has not been adopted, within two
miles of a public airport or public use airport, would the
project result in a safety hazard for people residing or
working in the project area?
f) For a project within the vicinity of a private airstrip, 0 D 0 [g]
would the project result in a safety hazard for people
residing or working in the project area?
g) Impair implementation of or physically interfere with an 0 0 0 [g]
adopted emergency response plan or emergency
evacuation plan?
h) Expose people or structures to a significant risk of 0 0 0 [g]
loss, injury, or death involving wildland fires, including
where wildlands are adjacent to urbanized areas or
where residences are intermixed with wildlands?
Comments:
Response to VIla. Potential future uses are unknown at this time. However, any use that might involve
the routine transport, use, or disposal of hazardous materials would be subject to local and state
26
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EastLake Business Center II Initial Study
regulations regarding such uses. CEQA Guidelines Section 15064, subsection (i), provides that a change
in the environment is not considered significant if it complies with a standard that was adopted for the
purpose of controlling the significance of that change. A standard may include a rule, regulation, statute,
ordinance, or order that has been adopted by any public agency after a public review.
Response to VIIb. Potential future uses are unknown at this time. However, any use that might involve a
hazardous material with a potential for accidental release would be subject to local and state regulations
regarding such uses. CEQA Guidelines Section 15064, subsection (i), provides that a change in the
environment is not considered significant if it complies with a standard that was adopted for the purpose
of controlling the significance of that change. A standard may include a rule, regulation, statute,
ordinance, or order that has been adopted by any public agency after a public review.
Response to VIIc. The EastLake n Planned Community District Regulations for the EastLake Business
Center n Supplemental SPA proposes that "No land or building shall be used or occupied in any manner
which creates an unhealthful, dangerous, noxious or otherwise objectionable condition due to the use,
storage or proximity to toxic materials." Implementation of this performance standard will guarantee that
all future uses in the proposed business park will not create a public hazard due to the use of hazardous
materials.
Response to VIId. The proposed project site is not located on a site that is included on a list compiled
pursuant to Government Code Section 65962.5.
Response to VIle. The proposed project is not located within the adopted (Brown Field) airport land use
plan. Thus, the project would not result in a safety hazard for people residing or working in the project
area.
Response to VIIf. There is no private airstrip in the vicinity of the project site. Therefore, the project will
not pose any safety hazard for people working at the project site or in its vicinity.
Response to VIIg. Annexation of the Business Center n project to the EastLake II GDP area proposes no
fundamental change to adopted land uses or regulations. The project will not physically interfere with an
adopted emergency response plan or emergency evacuation plan.
Response to VIIh. The proposed project site is surrounded by existing or approved future development
and will not expose people or structures to a significant risk of loss, injury, or death involving wildland
fires.
Hazards and Hazardous Materials Mitigation
No significant impacts have been identified and no mitigation is required.
27
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EastLake Business Center II Initial Study
Less Than
Significant
Potentially with Less Than
ISSUE Significant Mitigation Significant
Impact Incorporation Impact No Impact
VIII. HYDROLOGY AND WATER QUALITY. Would the
project:
a) Violate any water quality standards or waste discharge 0 0 [g] 0
requirements?
b) Substantially deplete groundwater supplies or interfere 0 0 0 [g]
substantially with groundwater recharge such that
there would be a net deficit in aquifer volume or a
lowering of the local groundwater table level (e.g., the
production rate of preexisting nearby wells would drop
to a level which would not support existing land uses
or planned uses for which permits have been
granted)?
c) Substantially alter the existing drainage pattern of the 0 0 [g] 0
site or area, including through the alteration of the
course of a stream or river, in a manner which would
result in substantial erosion or siltation on- or off-site?
d) Substantially alter the existing drainage pattern of the 0 0 [g] 0
site or area, including through the alteration of the
course of a stream or river, or substantially increase
the rate or amount of surface runoff in a manner which
would result in flooding on- or off-site?
e) Create or contribute runoff water which would exceed 0 0 ~ 0
the capacity of existing or planned storm water
drainage systems or provide substantial additional
sources of polluted runoff?
f) Otherwise substantially degrade water quality? 0 0 [g] 0
g) Place housing within a 1 DO-year flood hazard area as 0 0 0 [g]
mapped on a federal Flood Hazard Boundary or Flood
Insurance Rate Map or other flood hazard delineation
map?
h) Place within a 1 DO-year flood hazard area structures D D D ø
which would impede or redirect flood flows?
i) Expose people or structures to a significant risk of 0 0 0 [g]
loss, injury, or death involving flooding, including
flooding as a result of the failure of a levee or dam?
j) Inundation by seiche, tsunami, or mudflow? 0 0 0 [g]
28
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EastLake Business Center II Initial Study
Comments:
Response to VIlla. Runoff flowing from impervious surfaces typically contains pollutants such as oils,
fuel residues, and heavy metals, which would diminish water quality in downstream water. Runoff from
future development of the site will be controlled and subject to NPDES permitting. See Response VnIf
below.
Response to VlIIb. Based on Otay Water District planning criteria, the proposed subarea master plan
provides recommended potable and recycled water distribution systems and presents a phased imple-
mentation plan for the proposed system improvements that will not significantly affect the amount of
water available for public water supplies (PoweI1999).
Response to VIIlc. Natural drainage patterns on-site are from the center of the site outward via several
small drainages toward Otay Lakes Road, Hunte Parkway, and to the west. The proposed drainage plan
consists of the construction of new drainage facilities that would connect with existing facilities located '
within existing roads on the western boundary (see Figure 4 of the initial study). Implementation of the
storm drain plan will reduce impacts resulting from alterations to the course or flow of floodwaters to a
less than significant level.
Response to VlIId. The SEIR prepared for the Eastlake III GDP identified general drainage mitigation
measures that require additional review of specific project plans to determine the necessity for specific
measures such as on-site or off-site retention basins, fare-share payment of fees for the construction of
new drainage facilities, and specific analysis of hydrological site conditions prior to approval of each SPA
Plan to determine the size, capacity, alignment, and design of any flood control facilities necessary to
protect the site from a 50-year storm flow and to mitigate downstream impacts of any increased rate of
runoff from the site (City of Chula Vista 1989:4-69,4-70).
Hunsaker & Associates prepared a site-specific hydrology study for the proposed Business Park that
analyzes both pre- and postdevelopment 50-year peak flow rates from the site. The report is available for
review at the Planning Department, 276 Fourth Avenue, Chula Vista, California 91910.
The report concludes that in developed conditions, 100 acres will drain from the site to the Telegraph
Canyon watershed. The remaining five acres of site area will drain to Salt Creek. The eastern portion of
the commercial site will drain to the Salt Creek Basin via three existing storm drains along Hunte
Parkway and Otay Lakes Road (southeast corner of site). The remaining commercial development site
will discharge into two of the existing storm drains located at Boswell Road and at the intersection of
Lane Road and Otay Lakes Road. These latter flows eventually drain to the Telegraph Canyon Basin.
Post development flows were below the designed pipe flows in all but one existing storm drain. Flow to
the existing 24-inch pipe located at the southeast comer of the site exceeded the pipe design flow. A
hydraulic analysis on this pipeline was conducted to determine its capacity. Calculations show that the
storm drain can accommodate the additional capacity (Hunsaker & Associates 1999).
29
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EastLake Business Center II Initial Study
Also, a detention basin will be constructed to serve the proposed project. Determination of its precise
location will be based on a final drainage report being prepared by Hunsaker & Associates. The basin
will either be located on-site in the southeast corner of the project site or within the off-site area to be
disturbed by grading (see Figure 4).
Response to VIIIe. Calculations show that each of the four receiving pipes have capacity to convey the
developed peak flows from the site.
Runoff from future development of the site will be controlled and subject to NPDES permitting. See
Response VIIIf below.
Response to VlIIf. The EastLake In GDP SEIR (1989) identified mitigation measures to reduce
significant impacts to water quality that would be expected as development proceeds within the planning
area. Analysis determined that implementation of mitigation would reduce impacts to water quality to
below a level of significance. These measures require:
1. plan coordination and approval of the City Public Works Department; construction of pads so as to
collect and direct surface waters away from proposed structures to approved drainage facilities~
2. ongoing maintenance of drainage facilities~ installation of subdrains under all fill locations in existing
drainage courses to be determined during grading~ inspection and approval of placement of such
facilities by the engineering geologist prior to fill placement~
3. erosion control measures, including revegetation of slopes with drought-resistant vegetation and
monitoring of irrigation amounts and timing; and
4. ongoing maintenance of drainage devices, including berms, swales, area drains, slopes, brow ditches,
retention basins, terrace drains, and down drains to avoid blockages or ponding.
In addition, for the management of storm water, municipalities in the San Diego region, including the City
of Chula Vista, must comply with the Regional Water Quality Control Board's NPDES Permit No. CA
0108758. The NPDES permit consists of wastewater discharge requirements for storm water and urban
runoff. In compliance with Permit No. CA 0108758, a BMP program for storm water pollution control
has been created. BMPs appropriate to the characteristics of a project may be employed to reduce
pollutants available for transport or to reduce the amount of pollutants in runoff prior to discharge to a
surface water body. BMPs may include one or all of the following where increases in impervious surfaces
substantially increase runoff rates and volumes:
1. Detention basins to trap pollutants, control release rates, and minimize downstream effects.
2. Infiltration basins to hold runoff and allow percolation into the ground.
3. Infiltration trenches and dry wells, holes, or trenches filled with aggregate and then covered.
30
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EastLake Business Center II Initial Study
4. Porous pavement such as lattice pavers or porous asphalt used to replace large areas of paving that are
not subject to heavy traffic.
5. Vegetative controls to intercept rainfall and filter pollutants and absorb nutrients.
6. Grass-lined swales or similar construction in place of a buried storm drain, usually in residential areas.
7. Nonstructural methods, such as controlling litter and waste disposal practices.
Project approval will not result in impacts to water quality that have not been considered in the previous
SEIR. The project must comply with existing NPDES permit requirements and with previously identified
mitigation measures that reduce impacts to a less than significant level. Business Center n will not
substantially degrade water quality. Impacts associated with development of EastLake Business Center n
are therefore less than significant.
Response to VIIlg. The proposed project is not located within a 100-year flood hazard area.
Response to VIIlh. The proposed project is not located within a 100-year flood hazard area.
Response to VIlli. The proposed project is not located downstream from a dam nor does it propose
construction of a levee or dam.
Response to VlIIj. The distance between the subject site and the coast and the site's elevation above sea
level preclude damage due to seismically induced waves (tsunamis) or seiches. Due to the elevation of
the site and lack of river tributaries or lakes, the probability for earthquake-induced flooding is negligible
(Geotechnics Inc. 1999).
Hydrology and Water Quality Mitigation
The EastLake In GDP SEIR (1989) identified mitigation measures to reduce significant impacts to water
quality that would be expected as development proceeds within the planning area. Analysis determined
that implementation of mitigation would reduce impacts to water quality to below a level of significance.
These measures require:
1. Plan coordination and approval of the City Public Works Department; construction of pads so as to
collect and direct surface waters away from proposed structures to approved drainage facilities;
2. Prior to the issuance of grading permits, the applicant shall submit for its approval a final drainage
study that determines the size and location of the proposed detention basin.
3. Ongoing maintenance of drainage facilities; installation of subdrains under all fill locations in existing
drainage courses to be determined during grading~ inspection and approval of placement of such
facilities by the engineering geologist prior to fill placement;
31
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EastLake Business Center II Initial Study
4. Erosion control measures, including revegetation of slopes with drought-resistant vegetation and
monitoring of irrigation amounts and timing~ and
5. Ongoing maintenance of drainage devices, including berms, swales, area drains, slopes, brow ditches,
retention basins, terrace drains, and down drains to avoid blockages or ponding.
In addition, for the management of storm water, municipalities in the San Diego region, including the City
of Chula Vista, must comply with the Regional Water Quality Control Board's NPDES Permit No. CA
0108758. The NPDES permit consists of wastewater discharge requirements for storm water and urban
runoff. In compliance with Permit No. CA 0108758, a BMP program for storm water pollution control
has been created. BMPs appropriate to the characteristics of a project may be employed to reduce
pollutants available for transport or to reduce the amount of pollutants in runoff prior to discharge to a
surface water body. BMPs may include one or all of the following where increases in impervious surfaces
substantially increase runoff rates and volumes:
5. Detention basins to trap pollutants, control release rates, and minimize downstream effects.
6. Infiltration basins to hold runoff and allow percolation into the ground.
7. Infiltration trenches and dry wells, holes, or trenches filled with aggregate and then covered.
8. Porous pavement such as lattice pavers or porous asphalt used to replace large areas of paving that are
not subject to heavy traffic.
9. Vegetative controls to intercept rainfall and filter pollutants and absorb nutrients.
10. Grass-lined swales or similar construction in place of a buried storm drain, usually in residential areas.
11. Nonstructural methods, such as controlling litter and waste disposal practices.
32
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EastLake Business Center II Initial Study
Less Than
Significant
Potentially with Less Than
ISSUE Significant Mitigation Significant
Impact Incorporation Impact No Impact
IX. LAND USE AND PLANNING. Would the project:
a) Physically divide an established community? 0 0 0 [g]
b) Conflict with any applicable land use plan, policy, or 0 0 [g] 0
regulation or an agency with jurisdiction over the
project (including but not limited to the general plan,
specific plan, local coastal program, or zoning
ordinance) adopted for the purpose of avoiding or
mitigating an environmental effect?
c) Conflict with any applicable habitat conservation plan 0 0 0 [g]
or natural community conservation plan?
Comments:
Response to IXa. The proposed project will not divide an established community. The site is currently
planned and zoned for the proposed use (see Final EIRs for the EastLake n [1989] and EastLake nI
[1989] General Development Plans).
Response to IXb. The proposed project will amend the EastLake II GDP to include the project site
within the EastLake n planning boundary. Approval of the amendment will not change the ultimate use
that is planned and allowed for the site (see Final EIRs for the EastLake II [1989] and EastLake III [1989]
General Development Plans).
Response to IXc. The proposed project is located in an area already planned for development. The
subject property is authorized for take, subject to the MSCP subarea plan, and will therefore not conflict
with any habitat conservation plan or natural community conservation plan (see Final EIR for the
EastLake III [1989] GDP, City of Chula Vista Draft Subarea Plan for the MSCP, and Figure 2 of the
MSCP [August 1996]).
Land Use and Planning Mitigation
Impacts are less than significant and no mitigation measures are required.
33
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EastLake Business Center II Initial Study
Less Than
Significant
Potentially with Less Than
ISSUE Significant Mitigation Significant
Impact Incorporation Impact No Impact
X. MINERAL RESOURCES. Would the project:
a) Result in the loss of availability of a known mineral 0 0 0 [g]
resource that would be of value to the region and the
residents of the state?
b) Result in the loss of availability of a locally important 0 0 0 [g]
mineral resource recovery site delineated on a local
general plan, specific plan, or other land use plan?
Comments:
Geotechnics Incorporated prepared a Report of EIR-Level Geotechnical Investigation of the EastLake
Business Center n site in July 1999. The report is available for review at the Planning Department, 276
Fourth Avenue, Chula Vista, California 91910.
Response to Xa. The proposed project site does not contain significant mineral deposits and is not located
in either of the two aggregate resource sectors identified by the State Mining and Geology Board as being
of regional significance (see Figure 3-1 of the City of Chula Vista's General Plan Update EIR [SCH
#88052511]).
Response to Xb. The project site is not located within the Otay River valley and is not designated for
mineral resource protection according to the City of Chula Vista General Plan Update EIR (SCH
#88052511). Development of the site would have no impact on a locally important mineral resource.
Mineral Resource Mitigation
No significant impacts have been identified and no mitigation is required.
34
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EastLake Business Center II Initial Study
-
Less Than
. Significant
Potentially with Less Than
ISSUE Significant Mitigation Significant
Impact Incorporation Impact No Impact
XI. NOISE. Would the project result in:
a) Exposure of persons to or generation of noise levels in 0 [g] 0 0
excess of standards established in the local general
plan or noise ordinance, or applicable standards of
other agencies?
b) Exposure of persons to or generation of excessive 0 0 0 [g]
ground borne vibration or ground borne noise levels?
c) A substantial permanent increase in ambient noise 0 [g] 0 0
levels in the project vicinity above levels existing
without the project?
d) A substantial temporary or periodic increase in 0 [g] 0 0
ambient noise levels in the project vicinity above levels
existing without the project?
e) For a project located within an airport land use plan or, 0 0 0 [g]
where such a plan has not been adopted, within two
miles of a public airport or public use airport, would the
project expose people residing or working in the
project area to excessive noise levels?
f) For a project within the vicinity of a private airstrip, 0 D 0 [g]
would the project expose people residing or working in
the project area to excessive noise levels?
Comments:
RECON conducted a noise technical study in August 1999. The report is available for review at the
Planning Department, 276 Fourth Avenue, Chula Vista, California 91910.
Response to XIa. The proposed project will result in increased noise levels in the project area during
grading, construction, and operation. Grading and construction will involve the use of graders, scrapers,
bulldozers, excavators, backhoes, front-end loaders, pavers, and heavy trucks. Construction noise will be
temporary in nature and is considered a less than significant impact through compliance with the
requirements of the City of Chula Vista Noise Ordinance.
Although not required as mitigation, to lessen the potential effects of construction noise on the residential
receivers to the south of the project site, it is recommended that construction activities be limited to the
hours of 7:00 A.M. to 7:00 P.M. Monday through Saturday (RECON 1999c).
35
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EastLake Business Center II Initial Study
.
. Response to Xlb. The Business Center n project anticipates future light industrial uses. These uses
would not be expected to generate excessive ground-borne vibration or ground-borne noise levels in the
project area.
Response to Xlc. The proposed project will develop currently undeveloped land. On-site noise levels
generally are not projected to exceed 70 community noise equivalent level (CNEL) except within an
approximately 20-foot-wide strip measured from the edge of the pads adjacent to the roadway (RECON
1999c).
At this stage of planning the locations of the future buildings and outdoor use areas have not been
determined. Therefore, it shall be a condition of the tentative map that any proposed exterior usable areas
associated with the future commercial uses not be placed within 20 feet of the edge of the pads adjacent to
Otay Lakes Road.
Response to Xld. During construction, construction equipment could generate significant, temporary
noise levels on-site and at adjacent sensitive receivers. The proposed project will be subject to the
requirements of the City of Chula Vista Noise Ordinance. Compliance with the Noise Ordinance
construction requirements will ensure that noise impacts to adjacent sensitive receivers will be less than
significant.
Although not required as mitigation, to lessen the potential effects of construction noise on the residential
receivers to the south of the project site, it is recommended that construction activities be limited to the
hours of7:00 A.M. to 7:00 P.M. Monday through Saturday (RECON 1999c).
Response to Xle. The proposed project is not within the Brown Field land use plan.
Response to XIf. The proposed project is not located in the vicinity of a private airstrip.
Noise Mitigation
It shall be a condition of the tentative map that any proposed exterior usable areas associated with the
future commercial uses not be placed within 20 feet of the edge of the pads adjacent to Otay Lakes Road.
36
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EastLake Business Center II Initial Study
.
Less Than
. Significant
Potentially with Less Than
ISSUE Significant Mitigation Significant
Impact Incorporation Impact No Impact
XII. POPULATION & HOUSING. Would the project:
a) Induce substantial population growth in an area either 0 0 0 [g]
directly (e.g., by proposing new homes and
businesses) or indirectly (e.g., through extension of
roads or other infrastructure)?
b) Displace substantial numbers of existing housing, 0 0 0 [g]
necessitating the construction of replacement housing
elsewhere?
c) Displace substantial numbers of people, necessitating 0 0 0 [g]
the construction of replacement housing elsewhere?
Comments:
Response to XIIa. The project is the proposed development of a site in an area that is currently
developing. Planned communities have either been approved or are under construction on all four sides of
the proposed project site. To the north and the south are the existing residential communities of Salt Creek
Ranch and EastLake Greens, respectively. To the east is the future EastLake nI residential community.
To the west is the EastLake Business Center I area to which the proposed project would be annexed. The
project will provide access to these planned communities consistent with the City's adopted plans for
development. Since the project represents no fundamental change to the adopted land uses or regulations
for the project site, it will neither directly nor indirectly induce population growth not already planned for
in the area.
Response to XIIb. The proposed project will not displace existing housing nor require replacement
housing because the project is located on undeveloped and vacant land.
Response to XIIc. See response XIIb above.
Population Mitigation
No significant impacts have been identified and no mitigation is required.
37
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EastLake Business Center II Initial Study
Less Than
. Significant
Potentially with Less Than
ISSUE Significant Mitigation Significant
Impact Incorporation Impact No Impact
XIII. PUBLIC SERVICES. Would the project result in
substantial adverse physical impacts associated with the
provision of new or physically altered governmental
facilities or the need for new or physically altered
governmental facilities, the construction of which could
cause significant environmental impacts, in order to
maintain acceptable service ratios, response times, or
other performance objectives for any of the public
services:
a) Fire protection? 0 D ~ 0
b) Police protection? 0 0 [g] 0
c) Schools? 0 0 0 [g]
d) Parks? 0 0 D [g]
e) Other public facilities? 0 0 0 [g]
Comments:
Response to XlIIa. Annexation of Business Center II into EastLake II and its subsequent development
would not change the need for fire service in the area as previously analyzed in the EastLake III/Olympic
Training Center EIR (City of Chula Vista 1990). The Chula Vista Fire Department currently meets the
standard threshold for fire protection for the EastLake II area. Interim Fire Station No.6, located at 975
Lane Avenue in Business Center I, would be the primary station to serve Business Center II. In the long
term, Fire Station No.6 will be relocated to East "H" Street and San Miguel Road and Fire Station No.8
will be constructed for the Salt Creek Ranch when EastLake Trails is fully developed.
According to EastLake Trails/Greens Replanning Program EIR (EIR 97-04), a project like Business
Center n will be conditioned to pay public facilities fees at the rate in effect at the time building permits
are issued. These fire conditions are also described in the Public Facilities Financing Plans (PFFP) for the
EastLake II SPA, which describes public facilities fees for fire and emergency medical services based on
equivalent dwelling units by development phase. Inclusion of the project in the PFFP would allow
acceptable fire protection response times in the area at buildout of EastLake. This is considered a less
than significant impact.
Response to XlIIb. Annexation of Business Center n into EastLake n would subject the project to
compliance with the PFFP for the EastLake Trails/Greens SPAs. The proposed project will be required to
pay public facilities fees for police services based on equivalent dwelling units by development phase at
38
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EastLake Business Center II Initial Study
. the rate in effect the time building permits are issued. This city-wide level mitigation would reduce
current police service deficiencies to below a level of significance.
Currently, the police department is addressing the threshold standard for deficiency by preparing a long-
range strategic plan and a police facility master plan. The strategic plan will evaluate service levels, staff
levels, methods of development, and any other factors related to service delivery. This will also include
an evaluation of the established threshold, which may need to be adjusted. The public facility master plan
will address the possibility of relocating the current police facility to a more central location.
Response to XIllc. The proposed project will not generate an increase in dwelling units or population in
the project area. Therefore, the annexation of the business park into EastLake n will not result in a need
for new or altered school facilities or services.
Response to Xllld. The proposed project will not generate an increase in dwelling units or population in
the project area. Therefore, the annexation of the business park into EastLake II will not result in a need
for new parks or park services.
Response to XIlle. The proposed project will not result in a need for any other new or altered
governmental services.
Public Services Mitigation
No significant impacts have been identified and no mitigation is required.
39
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EastLake Business Center II Initial Study
Less Than
. Significant
Potentially with Less Than
Significant Mitigation Significant
ISSUE Impact Incorporation Impact No Impact
XIV. RECREATION.
a) Would the project increase the use of existing 0 0 0 [g]
neighborhood and regional parks or other recreational
facilities such that substantial physical deterioration of
the facility would occur or be accelerated?
b) Does the project include recreational facilities or 0 0 0 [g]
require the construction or expansion of recreational
facilities which might have an adverse physical effect
on the environment?
Comments:
Response to XIVa. The proposed project will not result in additional residential development and
corresponding population and therefore would not increase the demand for neighborhood or regional
parks or other recreational facilities.
Response to XIVb. The proposed project does not include any recreational facilities nor does it require
the construction or expansion of recreational facilities.
Recreation Mitigation
No significant impacts have been identified and no mitigation is required.
40
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EastLake Business Center II Initial Study
Less Than
. Significant
Potentially with Less Than
Significant Mitigation Significant
ISSUE Impact Incorporation Impact No Impact
XV. TRANSPORTATIONITRAFFIC. Would the project:
a) Cause an increase in traffic, which is substantial in 0 [g] 0 0
relation to the existing traffic load and capacity of the
street system (i.e., result in a substantial increase in
either the number of vehicle trips, the volume to
capacity ratio on roads, or congestion at
intersections)?
b) Exceed, either individually or cumulatively, a level of 0 [g] D 0
service standard established by the county congestion
management agency for designated roads or
highways?
c) Result in a change in air traffic patterns, including 0 0 0 [g]
either an increase in traffic levels or a change in
location that results in substantial safety risks?
d) Substantially increase hazards due to a design feature 0 0 [g] 0
(e.g., sharp curves or dangerous intersections) or
incompatible uses (e.g., farm equipment)?
e) Result in inadequate emergency access? 0 0 [g] 0
f) Result in inadequate parking capacity? 0 0 [g] 0
g) Conflict with adopted policies, plans, or programs 0 0 [g] 0
supporting alternative transportation (e.g., bus
turnouts, bicycle racks)?
Comments:
Linscott, Law, & Greenspan prepared a traffic study for the proposed project in August 1999. The project
was assumed to be a 50,000-square-foot corporate office and a 40,000-square-foot warehouse on 10 acres
and an additional 97.9 acres of general industrial uses. This project type and size is calculated to add
8,870 ADT, 1,335 AM peak hour trips (1,700 inboundl265 outbound), and 1,420 PM peak hour trips (350
inboundll,070 outbound) to the city street system. The report is available for review at the Planning
Department, 276 Fourth Avenue, Chula Vista, California 91910.
Response to XVa. The proposed project's traffic impacts are calculated to significantly impact the
Interstate 805/Telegraph Canyon Road interchange. The extension of Olympic Parkway to Pas eo
Ranchero would partially mitigate this impact but not to below a significant level. In order to mitigate
project impacts fully, either SR-125 would have to be completed or Olympic Parkway extended to Hunte
41
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EastLake Business Center II Initial Study
Parkway. However, prior to completion of these road improvements, the traffic analysis shows that
significant impacts to the intersection can be avoided by limiting project buildout. Therefore, it is
recommended that the tentative map be conditioned such that no more than 42 acres of the project site be
developed until either of the recommended street improvements are completed. If Olympic Parkway is
extended to Paseo Ranchero, an additional 37 acres (total of 59 acres) could be built before a significant
impact would occur (Linscott, Law & Greenspan 1999). Implementation of these development limitations
would mitigate potential traffic impacts to below a significant level.
Response to XVb. See response XV a above.
Response to XV c. The proposed project is not located in or near an air traffic corridor and will not
adversely affect the safety of such a flight pattern.
Response to XV d. The proposed project has no hazardous design features. Project access is from Otay
Lakes Road. Left-turn pocket lanes are provided in each direction in order to provide for a safe
intersection.
Response to XVe. Emergency access to the business park is shown on the tentative map (see Figure 4 of
the initial study).
Response to XVf. The proposed project includes adequate parking capacity, which is based on City
Design Guidelines.
Response to XV g. The proposed project does not conflict with any adopted policies, plans, or programs
supporting alternative transportation (Linscott, Law & Greenspan 1999).
Transportation Mitigation
No more than 42 gross acres (the proposed lO-acre Lot 1 facility + 32 additional acres) of the project site
may be developed before either State Route 125 or Olympic Parkway are extended; however, if Olympic
Parkway is extended to Paseo Ranchero, a total of 59 gross acres (Lot 1 + 49 additional acres) of the site
may be built.
The following project design considerations were relied upon in determining that project traffic impacts
are less than significant:
1. A full access traffic signal at the proposed Otay Lakes RoadlFenton Street intersection will be built
prior to the issuance of any occupancy permits.
2. A four-way stop at Fenton Street/Lane A venue intersection prior to the issuance of any occupancy
permits. Upon buildout, the applicant will provide a fair share contribution to constructing a traffic
signal at the intersection.
3. A traffic signal will be provided at the Otay Lakes Road/Lane A venue intersection prior to the
issuance of any occupancy permits.
42
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EastLake Business Center II Initial Study
Less Than
Significant
Potentially with Less Than
ISSUE Significant Mitigation Significant
Impact Incorporation Impact No Impact
XVI. UTILITIES & SERVICE SYSTEMS. Would the project:
a) Exceed wastewater treatment requirements of the 0 0 ~ [g]
applicable Regional Water Quality Control Board?
b) Require or result in the construction of new water or 0 0 D [g]
wastewater treatment facilities or expansion of existing
facilities, the construction of which could cause
significant environmental effects?
c) Require or result in the construction of new storm 0 D [g] 0
water drainage facilities or expansion of existing
facilities, the construction of which could cause
significant environmental effects?
d) Have sufficient water supplies available to serve the 0 0 0 [g]
project from existing entitlements and resources, or
are new or expanded entitlements needed?
e) Result in a determination by the wastewater treatment 0 0 0 [g]
provider which serves or may serve the project that it
has adequate capacity to serve the project's projected
demand in addition to the provider's existing
commitments?
f) Be served by a landfill with sufficient permitted 0 0 ~ 0
capacity to accommodate the project's solid waste
disposal needs?
g) Comply with federal, state, and local statutes and 0 D 0 [g]
regulations related to solid waste?
Comments:
Response to XVla. Based on the results of flow metering performed on the Telegraph Canyon Truck
Sewer over the last several years, portions of the sewer system have exceeded the pipe design capacity
standards established by the Subdivision Manual of the City of Chula Vista. The current standard
requires that the ratio of the depth of flow to the pipe diameter should not exceed 0.75. The most critical
portion of this system currently has a flow ration of 0;77 during peak flow. While this condition is
unacceptable based on City standards it would not result in a system overflow or pose a substantial risk
until a flow ratio of 0.85 is attained.
The proposed development along with other cumulative, previously approved, developments contributing
to this basin will eventually generate flows that will exceed the 0.85 threshold. However, there is
43
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EastLake Business Center II Initial Study
capacity for the first phase of 12.7 gross acres. For development beyond Phase I (12.7 acres), the
applicant must institute a monitoring program to monitor the flows with the system and to upgrade the
deficient segments as soon as the threshold is reached. The applicant will be reimbursed from the
Telegraph Canyon Sewer DIF fund for all costs associated with the needed upgrades.
Response to XVlb. See response XVIa.
Response to XVlc. The storm water drainage facilities proposed for Business Center n will be located in
the street system and connect with the facilities located west of the project site in Business Center I. See
Response VnId.
Response to XVld. The proposed annexation of Business Park n into EastLake n and subsequent
development will not alter the potable and recycled water supply requirements already evaluated for the
project in EastLake nI/Olympic Training Center EIR (City of Chula Vista 1989). Adequate potable and
recycled water storage and distribution facilities will be constructed in accordance with the proposed
Subarea Master Plan for Business Center n (Powell and Associates, September 1999) and to the
satisfaction of the Otay Water District. These water infrastructure improvements are also described in the
proposed PFFPs for the proposed Business Center II SPA. The proposed PFFP identifies the development
impact fees that the applicant needs to pay to mitigate impacts, the estimated cost of the facility, and the
applicant's obligation to construct or pay for the necessary mitigation. Prior to approval of the first final
map, the applicant shall provide written proof from Otay Water District that adequate water storage and
distribution facilities are available to serve the Business Center n parcels.
Response to XVle. The City of Chula Vista Engineering Division has calculated sewage generation at
3,000 gallons per day per acre for industrial use (City of Chula Vista 1997). Based on this daily use rate,
the estimated wastewater generation for EastLake Business Center n is an average of 228,000 gallons per
day.
The phased construction of sewer facilities and participation in regional improvement programs, based on
the approved master plan, would be incorporated into the PFFP or subdivision map conditions to assure
timely provision of required facilities. The sewage generated by the proposed project would not cause the
City to exceed its available capacity with the Metropolitan Sewerage System.
Response to XVIf. The Business Center n project would incrementally require additional waste
management programs and services from the City of Chula Vista. These impacts are considered not
significant in the EastLake nI/Olympic Training Center SEIR. Additionally, waste disposal needs would
be minimized by incorporation of recycling and waste reduction measures identified in the City's Source
Reduction and Recycling Element of the County's Integrated Waste Management Plan (1996).
Response to XVlg. See response XVIf above.
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EastLake Business Center II Initial Study
Utilities and Service Systems Mitigation
Implementation of the following mitigation measures reduce potential utilities and service system impacts
to below a significant level:
1. For development beyond Phase I (12.7 acres), the applicant must institute a monitoring program to
monitor the flows with the system and to upgrade the deficient segments as soon as the threshold
(0.85) is reached. The applicant will be reimbursed from the Telegraph Canyon Sewer DIF fund
for all costs associated with the needed upgrades.
2. The proposed PFFP identifies the development impact fees that the applicant needs to pay to
mitigate impacts, the estimated cost of the facility, and the applicant's obligation to construct or
pay for the necessary mitigation.
3. Prior to approval of the first final map, the applicant shall provide written proof from Otay Water
District that adequate water storage and distribution facilities are available to serve the Business
Center n parcels.
4. The phased construction of sewer facilities and participation in regional improvement programs,
based on the approved master plan, would be incorporated into the PFFP or subdivision map
conditions to assure timely provision of required facilities.
45
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EastLake Business Center II Initial Study
Less Than
Significant
Potentially with Less Than
ISSUE Significant Mitigation Significant
Impact Incorporation Impact No Impact
XVII. THRESHOLD ANALYSIS. Would the project:
a) Exceed the City's fire/EMS Threshold Standards? 0 [g] 0 0
b) Exceed the City's police Threshold Standards? 0 [g] 0 0
c) Exceed the City's traffic Threshold Standards? 0 0 0 [g]
d) Exceed the City's parks/recreation Threshold 0 0 0 [g]
Standards?
e) Exceed the City's drainage Threshold Standards? 0 [g] 0 0
f) Exceed the City's sewer Threshold Standards? 0 [g] 0 0
g) Exceed the City's water Threshold Standards? 0 [g] 0 0
h) Exceed the City's air quality Threshold Standards? 0 0 0 [g]
i) Exceed the City's economics Threshold Standards? 0 0 0 [g]
j) Exceed the City's schools Threshold Standards? 0 0 0 [g]
k) Exceed the City's libraries Threshold Standards? 0 0 0 [g]
Comments:
Response to XVlIa. The threshold standards requires that fire and medical units must be able to respond
to calls within 7 minutes or less in 85% of the cases and within 5 minutes or less in 75% of the cases.
The City of Chula Vista has indicated that the threshold standard will be met, since Interim Fire Station
No.6, located at 975 Lane Avenue in Business Center I, would be the primary station to serve Business
Center II. It is just a few hundred feet from the project site. In the long term, Fire Station No.6 will be
relocated to East "H" Street and San Miguel Road and Fire Station No.8 would be constructed for the
Salt Creek Ranch when EastLake Trails is fully developed. The new location would also be within
minutes of the proposed project site. The proposed project will comply with this threshold standard.
Response to XVlIb. The threshold standards require that police units must respond to 84% of Priority 1
calls within 7 minutes or less and maintain an average response time to all Priority 1 calls of 4.5 minutes
or less. Police units must respond to 62.1 % of Priority 2 calls within 7 minutes or less and maintain an
46
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EastLake Business Center II Initial Study
average response time to all Priority 2 calls of 7 minutes or less. This standard has not been met over the
last seven years. The Police Department has initiated efforts to address the response time deficiency (i.e.,
evaluation of staffing needs, service delivery areas, deployment methods, and false alarms from new
residential development).
As the phased development of the Business Center n parcels proceeds, the proposed project would
incrementally contribute to current threshold deficiency in responding to Priority 1 and Priority 2 calls
within the EastLake n project area. Development fees and increased tax revenues to the City from the
proposed development would provide additional officers for the reporting districts 125, 126, 135, and
136. In addition, the public facility financing plans for developments in the eastern portion of the city
include the potential for relocating the police station to a site that may better serve this area of the city.
The proposed project will comply with this threshold standard.
Response to XVIIc. The threshold standards require that all intersections must operate at a level of
service (LOS) C or better, with the exception that LOS D may occur during the peak two hours of the day
at signalized intersections. Intersections west of Interstate 805 are not to operate at a LOS below their
1987 LOS. No intersection may reach LOS E or F during the average weekday peak hour. Intersections
of arterials with freeway ramps are exempted from the standard. The traffic study concludes that all
intersections other than the I-805/Telegraph Canyon interchange, which is exempted from this threshold
standard, will operate at a LOS C or better. No mitigation is required.
Response to XVIId. The threshold standard for parks and recreation is 3 acres/l ,000 population.
Because the proposed project does not generate dwelling units or population in the project area, it will not
adversely impact City of Chula Vista threshold standards for parks and recreation.
Response to XVIIe. The threshold standards require that storm water flows and volumes not exceed City
Engineering Standards. Individual projects will provide necessary improvements consistent with the
drainage master planes) and City Engineering Standards.
The proposed drainage improvements have been sized to handle the estimated postdeveloped peak flows.
The City of Chula Vista requires that increased runoff from urbanization be detained to levels at or below
natural conditions for the 10-, 50-, and 100-year frequency storms. The results of the drainage study
prepared for Business Center II shows that the 10-,50-, and 100-year storm peak discharges will be below
the existing conditions peak discharges The proposed development must comply with the Regional Water
Quality Control Board's NPDES Permit No. CA 0108758. Best Management Practices (BMPs)
appropriate to the characteristics of the project must be employed to reduce pollutants available for
transport or to reduce the amount of pollutants in runoff prior to discharge to a surface water body. The
project will not result in any significant changes to the drainage patterns and implementation of BMPs
will result in storm water discharge volumes which meet the established City threshold.
Response to XVIIf. The threshold standards require that sewage flows and volumes not exceed City
Engineering Standards. Individual projects will provide necessary improvements consistent with the
47
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EastLake Business Center II Initial Study
sewer master planes) and City Engineering Standards. City of Chula Vista Ordinance Number 2533
established the sewer impact fee to be paid for future development within the Telegraph Canyon Trunk
Sewer System. The current fee is $216.50 and is subject to annual adjustment. The number of EDUs for
the proposed project will be determined during the building permit process. Payment of the fees will
mitigate potential adverse impacts to the sewer system to below a significant level.
Response to XVIIg. The threshold standards require that adequate storage, treatment, and transmission
facilities are constructed concurrently with planned growth and that water quality standards are not
jeopardized during growth and construction. Supply of potable water to the EastLake Business Center n
will be furnished from Otay Water District reservoirs and pump stations and conveyed to the site by
gravity through existing District transmission mains. Based on planned ground elevations within the
Business Center, service to the site will be provided from the existing 980 Pressure Zone. Recycled water
will be used to irrigate all landscaped areas, including lawns, planted borders, and road slopes and
medians. It is estimated that the site will use up to 21,185 gallons per day during peak demand periods.
The proposed project will pay capacity fees to OWD's Capital Improvement Program (CIP) at the time of
water meter purchases as well as make all water facility improvements per the Sub-Area Water Master
Plan prepared by John Powell & Associates (1999). The financing and construction of potable and
reclaimed water facilities for the proposed project will reduce potential impacts to below a significant
level.
Response to XVIIh. The threshold standard for air quality states that "the City shall annually provide the
San Diego Air Pollution Control District (APCD) with a 12- to 18-month development forecast and
request an evaluation of its impact on current and future air quality management programs, along with
recent air quality data. The growth forecast and APCD response letters shall be provided to the Growth
Management Ordinance (GMO) for inclusion in its annual review."
The Regional Air Quality Strategy is based on growth projections derived from community and general
plan land use designations. Business Center n parcels are in the city of Chula Vista, which is within the
San Diego Air Basin. The 1991/1992 RAQS, as revised by the required 1994 triennial update, are being
implemented by APCD throughout the air basin. If a project is consistent with the City's General Plan, it
can be considered consistent with the growth assumptions in the RAQS (State of California 1989). The
proposed project is consistent with Chula Vista's General Plan. Therefore, the proposed project is
considered consistent with the growth assumptions in the RAQS.
The proposed project is not growth inducing and has been designed to accommodate transit planning
principles and bicycle and pedestrian routes as part of the SPA Plan. Therefore, the proposed project is
consistent with the goals and objectives of the RAQS and would satisfy the threshold standard for air
quality.
Response to XVIIi. The goal for economics is "to provide land uses and activities which respond to the
economic needs of the residents and the City of Chula Vista." The threshold standard is as follows:
48
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EastLake Business Center II Initial Study
. 1. The City shall be provided with an annual fiscal impact report that provides an evaluation of the
impacts of growth on the city, in terms of both operation and capital improvements. This report
should evaluate actual growth over the previous 12-month period, as well as projected growth over the
next 12- to 18-month period and 3- to 5-year period.
2. The City shall be provided with an annual economic monitoring report that provides an analysis of
economic development activity and indicators over the previous 12-month period, as well as projected
growth over the next 12- to 18-month period and 3- to 5-year period.
CIC Research, Inc. prepared a fiscal analysis of the proposed project in August 1999. The report includes
estimated City revenues, expenditures, and the resulting net fiscal impact on the City, which was
determined to be positive. All of the relevant City threshold issues are evaluated in the report, which is
available for review at the Planning Department, 276 Fourth Avenue, Chula Vista, California 91910.
Based on the fiscal analyses prepared by CIC Research, Inc. for Business Center n, project components
are expected to have a positive net annual fiscal impact on the city. CIC Research estimates that the net
fiscal impact from developing the Eastlake n Annexation is positive in year one ($88,902) and remains
positive through project buildout ($343,929). It should be noted that during some years the net fiscal
impact would be more or less due to occasional street repairs. This is considered a positive impact.
Response to XVIIj. The City's goal with respect to schools is "to ensure that the Chula Vista City School
District and Sweetwater Union High School District have the necessary school sites and funds to meet the
needs of the students in new development areas in a timely manner." The proposed project would not
result in the construction of any residential units and would not add to the city's school population.
Therefore, the threshold standard for schools is not applicable to the project and causes no impact.
Response to XVIIk. The goal for the libraries is to "provide a high quality, contemporary library system
which meets the varied needs of the community." The threshold standard for the population ratio for
library facilities is to provide 500 square feet (gross) of adequately equipped and staffed libraries per
1,000 population. The proposed project would not result in the construction of any residential units and
would not add to the city's population. Therefore, the threshold standard for libraries is not applicable to
the project and causes no impact.
Thresholds Mitigation
XVIIa. The proposed project shall be conditioned to pay public facilities fees for fire services at the rate
in effect at the time building permits are issued.
XVIIb. The proposed project shall be conditioned to pay public facilities fees for police services at the
rate in effect at the time building permits are issued.
xvnc. No mitigation is required.
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EastLake Business Center II Initial Study
XVnd. No mitigation is required.
XVne. See mitigation for Response VInf above.
XVnf. The proposed project shall be conditioned to pay public facilities fees for sewer services at the rate
in effect at the time building permits are issued.
XVng. The OWD Water Resource Master Plan and the SAMP identify water facilities to be constructed
that will provide the necessary water service to meet the District criteria. The applicant shall request and
deliver to the City a service availability letter from the OWD prior to each final map. And, finally, the
applicant shall provide water improvements according to the report entitled Sub-Area Water Master Plan
for EastLake Business Center n by John Powell & Associates, August 1999.
XVIIh. No mitigation is required.
XVIIi. No mitigation is required.
XVnj. No mitigation is required.
50
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EastLake Business Center II Initial Study
Less Than
Significant
Potentially with Less Than
Significant Mitigation Significant
ISSUE Impact Incorporation Impact No Impact
XVIII. MANDATORY FINDINGS OF SIGNIFICANCE.
a) Does the project have the potential to degrade the 0 0 [g] 0
quality of the environment, substantially reduce the
habitat of a fish or wildlife species, cause a fish or
wildlife population to drop below self-sustaining levels,
threaten to eliminate a plant or animal community,
reduce the number or restrict the range of a rare or
endangered plant or animal or eliminate important
examples of the major periods of California history or
prehistory?
b) Does the project have the impacts that are individually 0 0 [g] 0
limited, but cumulatively considerable? ("Cumulatively
considerable" means that the incremental effects of a
project are considerable when viewed in connection
with the effects of past projects, the effects of other
current projects, and the effects of probable future
projects.)
c) Does the project have environmental effects, which 0 0 [gJ 0
will cause substantial adverse effects on human
beings, either directly or indirectly?
51
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EastLake Business Center II Initial Study
XIX. PROJECT REVISIONS OR MITIGATION MEASURES
The mitigation measures listed in Appendix A have been incorporated into the project and will be
implemented during the design, construction, or operation of the project.
XX. AGREEMENT TO IMPLEMENT MITIGATION MEASURES
By signing the line provided below, the Applicant(s) and/or Operator(s) stipulate that they have each
read, understood, and have their respective company's authority to and do agree to the mitigation
measures contained herein and will implement same to the satisfaction of the Environmental Review
Coordinator. Failure to sign the line provided below prior to posting of this Mitigated Negative
Declaration with the County Clerk shall indicate the Applicant's and/or Operator's desire that the project
be held in abeyance without approval and that the Applicant(s) and/or Operator(s) shall apply for an
Environmental Impact Report.
V~p ~
September 17. 1999
Signature Date
Donald E. Haines City of Chula Vista
Printed Name Agent For
XXI. ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED
The environmental factors checked below would be potentially affected by this project, involving at least
one impact that is a "Potentially Significant Impact" or "Potentially Significant Unless Mitigated," as
indicated by the checklist on the preceding pages.
[g Aesthetics o Agriculture Resources [g Air Quality
o Biological Resources [g Cultural/Paleontological Resources [81 Geology / Soils
D Hazards & Hazardous Materials [g Hydrology / Water Quality D Land Use / Planning
o Mineral Resources [g Noise o Population / Housing
[81 Public Services D Recreation [g Transportation / Traffic
[g Utilities / Service Systems D Mandatory Findings of Significance
52
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EastLake Business Center II Initial Study
XXII. DETERMINATION
On the basis of this initial evaluation:
I find that the proposed project COULD NOT have a significant effect on the environment, 0
and a NEGATIVE DECLARATION will be prepared.
I find that although the proposed project could have a significant effect on the environment, ~
there WILL NOT be a significant effect in this case because the mitigation measures
described on an attached sheet have been added to the project. A MITIGATED NEGATIVE
DECLARATION will be prepared.
I find that although the proposed project MAY have a significant effect on the environment, 0
and an ENVIRONMENTAL IMPACT REPORT is required.
I find that the proposed project MAY have a significant effect(s) on the environment, but at 0
least one effect: 1) has been analyzed adequately in an earlier EIR pursuant to applicable
standards, and 2) has been addressed by mitigation measures based on the earlier analysis
as described on attached sheets, if the effect is a "potentially significant impacts" or
"potentially significant unless mitigated." An ENVIRONMENTAL IMPACT REPORT is
required, but it must analyze only the effects that remain to be addressed.
I find that although the proposed project could have a significant effect on the environment, 0
there WILL NOT be a significant effect in this case because all potentially significant effects
(a) have been analyzed adequately in an earlier EIR pursuant to applicable standards and
(b) have been avoided or mitigated pursuant to that earlier EIR, including revisions or
mitigation measures that are imposed upon the proposed project. An addendum has been
prepared to provide a record of this determination.
SìJ?~ p ~ September 17. 1999
Date
Donald E. Haines Citv of Chula Vista
Printed Name Agent For
53
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EastLake Business Center II Initial Study
REFERENCES
Chula Vista, City of
1978 General Plan.
1989a Chula Vista General Plan, July 1989. Update.
1989b EastLake Greens Sectional Planning Area (SPA) Plan and EastLake Trails Pre-Zone and
Annexation Final Supplemental Environmental Impact Report. Prepared by ERC
Environmental and Energy Services Co. June.
1989c EastLake nI/Olympic Training Center Supplemental Environmental Impact Report. October.
1990 EastLake In Planned Community Zone - General Development Plan. July.
1991 Chula Vista Growth Management Program. April.
1992 EastLake n Planned Community Zone General Development Plan. April.
1996 Draft Subarea Plan - Multiple Species Conservation Program.
Geotechnics Incorporated
1999 Report of EIR-Level Geotechnical Investigation EastLake Business Center n. July 30.
Linscott, Law & Greenspan
1999 Traffic Study for EastLake Business Center n. September 7.
Powell, John
1998 Draft Subarea Master Plan within the Otay Water District.
1999 Sub-Area Water Master Plan for EastLake Business Center n, August.
RECON
1999a Biological Technical Report for the Business Center II/Leviton Project.
1999b Cultural Resources Survey of the EastLakeILeviton Property, San Diego, California.
1999c Noise Technical Report for EastLake Business Center II, City of Chula Vista. September.
San Diego, County of
1992 1991/1992 Regional Air Quality Strategy. Air Pollution Control District. June.
54
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ATTACHMENT A
Mitigation Measures
~ -
The following measures identified in the Final SEIR for the EastLake nI/Olympic
Training Center apply to the proposed project site and shall be adhered to:
Aesthetics Mitigation
1. Proposed subsequent tentative maps and site plans will comply with SPA Plan
guidelines to ensure that significant adverse visual impacts within the project site are
minimized. Design guidelines and criteria involve site design, building setbacks and
height limits, landscaping and buffer/edge treatments, among other techniques.
2. Development within the project shall utilize low-pressure sodium vapor (LPSV)
lamps in outdoor areas to the extent feasible.
Air Quality Mitigation
The project is required to meet minimum state and federal air quality regulations and
comply with the goals and objectives of the RAQS governing construction and future
uses. Additional measures may be required at the time specific development plans are
submitted for individual lots.
The following measures identified in the Final SEIR for the EastLake nI/Olympic
Training Center apply to the proposed project site and shall be adhered to, subject to the
approval by the City, to reduce short-term pollutant emissions:
1. Use watering or other dust palliatives to reduce fugitive dust; emissions reductions of
about 50 percent can be realized by implementation of these measures.
2. Disturbed areas should be hydroseeded, landscaped, or developed as soon as possible
to reduce dust generation.
3. Trucks hauling fill material should be properly covered.
4. Enforce a 20 mile-per-hour speed limit on unpaved surfaces.
5. Utilize heavy-duty construction equipment that IS equipped with modified
combustion/fuel systems for emissions control.
Paleontological Resources Mitigation
The following mitigation measures are drawn from past efforts and have proven
successful in protecting paleontological resources while allowing the timely completion
of developments in San Diego County and elsewhere in southern California. Potential
impacts to paleontological resources would be reduced to below a significant level
through implementation of these measures.
A-I
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. 1. Prior to issuance of a grading permit, the applicant shall confirm in writing to the City
of Chula Vista that a qu.alified paleontologist has been retained to carry out the
mitigation described herein. A qualified paleontologist is defined as an individual
with a M.S. or Ph.D. in paleontology or geology who is familiar with paleontological
procedures and techniques. A paleontological monitor may be retained to perform
the on-site monitoring in place of the qualified paleontologist. A paleontological
monitor is defined as an individual who has experience in the collection and salvage
of fossil materials and who is working under the supervision of a qualified
paleontologist.
2. The qualified paleontologist or paleontological monitor shall attend the preconstruc-
tion meeting to consult with the grading and excavation contractors. The paleontol-
ogist's duties shall include monitoring of grading, salvaging, preparation of collected
materials for storage at a scientific institution that houses paleontological collections,
and preparation of a monitoring results report. These duties are defined as follows:
a. The paleontologist or paleontological monitor shall be on-site during the original
cutting of previously undisturbed sediments of the Otay Formation to inspect
cuts for contained fossils. The Sweetwater Formation should be monitored on
an as-needed basis as determined by the paleontologist or paleontological
monitor. The frequency of inspections would depend upon the rate of excava-
tion, the materials excavated, and the abundance of fossils. The paleontologist
would work with the contractor to determine the monitoring locations and
amount of time necessary to ensure adequate monitoring of the project site.
b. In the event that fossils are encountered, the paleontologist (or paleontological
monitor) shall have the authority to divert or temporarily halt construction
activities in the area of discovery to allow recovery of fossil remains in a timely
fashion. Because of the potential for recovery of small fossil remains, it may be
necessary to set up a screen-washing operation on-site.
c. Fossil remains shall be cleaned, sorted, repaired, cataloged, and then stored in a
local scientific institution that houses paleontological collections, such as the
San Diego Natural History Museum.
d. A monitoring results report with appropriate graphics summarizing the results
(even if negative), analyses, and conclusions of the above program shall be
prepared and submitted to the City of Chula Vista within 90 days following the
termination of the paleontological monitoring program.
A-2
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. Geology and Soils Mitigation
No geotechnical conditions were encountered that would preclude the proposed
construction. However, a number of geotechnical considerations exist which should be
addressed during planning and design of the project. Potentially significant geotechnical
impacts would be reduced to below significant levels through implementation of the
recommendations included in the technical report (Geotechnics Inc. 1999).
1. Faults and Seismicity. There are no known active faults underlying the project site.
The most likely seismic hazards that may occur at the site would be associated with
significant ground shaking due to an event located within the Rose Canyon fault zone.
Potentially liquefiable alluvial soils may exist in the drainage courses at the site.
However, removal of these materials should negate any potential for liquefaction.
Design of structures should comply with the requirements of the governing
jurisdictions, building codes, and standard practices of the Association of Structural
Engineers of California.
2. Slope Stability. Evidence of existing slope instabilities, or landslides, was not
encountered during this investigation. However, in some areas where clay beds will
be located within cut slopes or underlying fill slopes, Geotechnics' analysis indicates
that potentially unstable conditions may exist. The clay beds also create a potential
for seepage due to the migration of perched groundwater to slope faces. These
conditions are typically mitigated during rough grading of the site by construction of
earthen buttresses on unstable slopes. Drains are installed at the rear of the buttresses
to control groundwater.
3. Compressible Soils. Loose, compressible soils are found over much of the site.
These materials, which include topsoil, colluvium, and alluvium, are subject to
settlement under increased loads or due to an increase in moisture content from site
irrigation or changes in drainage conditions. These materials are typically removed
and replaced as a compacted fill in areas which will be subjected to new fill or
structural loads.
4. Expansive Soils. Most of the earth material at the site is suitable for reuse in
compacted fills. Vegetation and debris encountered in the topsoil throughout the site
are considered deleterious and unsuitable for reuse in compacted fills. Excavations in
the Otay Formation and colluvium/alluvium are expected to generate predominantly
clayey sand and sandy clay with moderate to high expansion potentials. Expansive
soils within pavement, foundation, or slab subgrade will generally heave when
wetted, resulting in cracking or failure. To reduce the potential for differential
movement, highly expansive soils are typically kept below the influence of
foundations during grading. The expansive material may be disposed of in deeper
A-3
- ..-
.
. fills and replaced with a compacted fill soil which has a low to moderate expansion
potential.
5. Excavatability. In general, excavations at the site should be achievable using
standard heavy earth-moving equipment in good working order with experienced
operators. Some excavations in the Otay Formation may generate large, strongly
cemented material that will require extra effort to crush or dispose.
6. Groundwater. Shallow, perched groundwater may be encountered at the site,
particularly in the drainage courses. However, based on observations during this
investigation, substantial dewatering efforts should not be necessary in areas which
are to be developed. Future irrigation of the development will introduce significant
quantities of water into the underlying soil. This creates the potential for seepage to
develop at the faces of slopes. Although subsurface drains will be installed in areas
where observations indicate that a potential for seepage exists, it is not possible to
predict when and where seepage may ultimately occur. Seepage and localized
groundwater conditions are typically addressed if and when they develop.
7. Transitions Between Cut and Fill. Development of any subdivision in hilly terrain
will typically result in numerous contacts between cuts in bedrock and compacted
fills (cut/fill transitions) within future building areas. In order to reduce the potential
for distress associated with differential settlement, pads are typically graded so that
structures do not straddle cut/fill transitions. This may be accomplished by
overexcavating the cut portion of the building pad area so that foundations bear
entirely on a relatively uniform depth of compacted fill.
8. Settlement. It has been Geotechnics' experience that deep fills, even if well
compacted, will undergo some settlement over time. The amount of settlement is
related to the fill depth, and the amount of surface irrigation and subsequent
groundwater infiltration. These settlements are usually broad in nature and do not
typically result in distress. Special foundation designs may be recommended in areas
where settlement may be excessive.
Hydrology/Water Quality Mitigation
The EastLake In GDP SEIR (1989) identified mitigation measures to reduce significant
impacts to water quality that would be expected as development proceeds within the
planning area. Analysis determined that implementation of mitigation would reduce
impacts to water quality to below a level of significance. These measures require:
1. Plan coordination and approval of the City Public Works Department; construction of
pads so as to collect and direct surface waters away from proposed structures to
approved drainage facilities;
A-4
- --
.
. 2. Prior to the issuance of grading permits, the applicant shall submit for its approval a
final drainage study that determines the size and location of the proposed detention
basin.
3. Ongoing maintenance of drainage facilities; installation of subdrains under all fill
locations in existing drainage courses to be determined during grading~ inspection and
approval of placement of such facilities by the engineering geologist prior to fill
placement;
4. Erosion control measures, including revegetation of slopes with drought-resistant
vegetation and monitoring of irrigation amounts and timing; and
5. Ongoing maintenance of drainage devices, including berms, swales, area drains,
slopes, brow ditches, retention basins, terrace drains, and down drains to avoid
blockages or ponding.
In addition, for the management of storm water, municipalities in the San Diego region,
including the City of Chula Vista, must comply with the Regional Water Quality Control
Board's NPDES Permit No. CA 0108758. The NPDES permit consists of wastewater
discharge requirements for storm water and urban runoff. In compliance with Permit No.
CA 0108758, a BMP program for storm water pollution control has been created. BMPs
appropriate to the characteristics of a project may be employed to reduce pollutants
available for transport or to reduce the amount of pollutants in runoff prior to discharge to
a surface water body. BMPs may include one or all of the following where increases in
impervious surfaces substantially increase runoff rates and volumes:
6. Detention basins to trap pollutants, control release rates, and minimize downstream
effects.
7. Infiltration basins to hold runoff and allow percolation into the ground.
8. Infiltration trenches and dry wells, holes, or trenches filled with aggregate and then
covered.
9. Porous pavement such as lattice pavers or porous asphalt used to replace large areas
of paving that are not subject to heavy traffic.
10. Vegetative controls to intercept rainfall and filter pollutants and absorb nutrients.
11. Grass-lined swales or similar construction in place of a buried storm drain, usually in
residential areas.
12. Nonstructural methods, such as controlling litter and waste disposal practices.
A-5
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-
. Noise Mitigation
1. It shall be a condition of the tentative map that any proposed exterior usable areas
associated with the future commercial uses shall not be placed within 20 feet of the
edge of the pads adjacent to Otay Lakes Road.
Transportation Mitigation
The following development restrictions shall apply to the proposed project:
1. No more than 42 gross acres (the proposed 10-acre Lot 1 facility + 32 additional
acres) of the project site may be developed before either State Route 125 or Olympic
Parkway are extended. However, if Olympic Parkway is extended to Paseo Ranchero,
a total of 59 gross acres (Lot 1 + 49 additional acres) of the site may be built.
The following project design consideration was relied upon in determining traffic impacts
are less than significant:
2. A full access traffic signal at the proposed Otay Lakes Road/Fenton Street
intersection will be built prior to the issuance of any occupancy permits.
3. A four-way stop at Fenton Street/Lane A venue intersection prior to the issuance of
any occupancy permits. Upon buildout, the applicant will provide a fair share
contribution to constructing a traffic signal at the intersection.
4. A traffic signal will be provided at the Otay Lakes Road/Lane A venue intersection
prior to the issuance of any occupancy permits.
Utilities and Service Systems Mitigation
Implementation of the following mitigation measures reduce potential utilities and
service system impacts to below a significant level:
1. For development beyond Phase I (12.7 acres), the applicant must institute a
monitoring program to monitor the flows with the sewer system and to upgrade the
deficient segments as soon as the threshold (0.85) is reached. The applicant will be
reimbursed from the Telegraph Canyon Sewer DIF fund for all costs associated with
the needed upgrades.
2. The proposed Pubic Facilities Financing Plan (PFFP) identifies the development
impact fees that the applicant needs to pay to mitigate impacts, the estimated cost of
the facility, and the applicant's obligation to construct or pay for the necessary
mitigation.
A-6
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~
~ 3. Prior to approval of the first final map, the applicant shall provide written proof from
Otay Water District that adequate water storage and distribution facilities are
available to serve the Business Center n parcels.
4. The phased construction of sewer facilities and participation in regional improvement
programs, based on the approved master plan, would be incorporated into the PFFP or
subdivision map conditions to assure timely provision of required facilities. For
development beyond Phase I (12.7 acres), the applicant must institute a monitoring
program to monitor the flows with the system and to upgrade the deficient segments
as soon as the threshold is reached. The applicant will be reimbursed from the
Telegraph Canyon Sewer DIF fund for all costs associated with the needed upgrades.
A-7