HomeMy WebLinkAboutDraft Supplemental EIR 01-01-1996
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DRAFT SUPPLEMENTAL
ENVIRONMENTAL IMPACT REPORT
FOR THE
TERRABA Y SPECIFIC PLAN AND
DEVELOPMENT AGREEMENT
EXTENSION
....
Wagstaff and Associates
Urban and Environmental Planners
, January 1996
T errabay Project
City of South San Francisco
January 4, 1996
Table 1
PROJECT SUMMARY DATA
Draft SEIR
Table 1
Page II
'-
'-
PROJECT NAME:
SITE LOCATION:
SITE AREA AND
PARCELlZATION:
CURRENT GENERAL
PLAN DESIGNATION:
CURRENT ZONING:
EXISTING LAND USE:
PROPOSED LAND USE:
CIRCULATION:
REQUESTED
APPROVALS:
APPLICANT:
PROPERTY OWNER:
Terrabay Specific Plan and Development Agreement Extension
On the lower southeastern slopes of San Bruno Mountain west of
Bayshore Boulevard and north of Hillside Boulevard and Sister
Cities Boulevard in the city of South San Francisco.
Assessor's Parcel Numbers Approximate Acreaoe
Book 070; Blocks 590, 600, 611, 332 (total)
612, 620, 630, 641, 642, 650; all
parcels inclusive
Planned Commercial, Low-Density Residential, Medium Density
Residential, and Open Space
Terrabay Specific Plan District
Primarily open space, partially graded with some improvements
installed.
The applicant is proposing phased residential and commercial
development in accordance with the approved Terrabay Specific
Plan and development agreement. Phase I, currently under
construction, consists of 125 single family detached homes, 168
townhomes and related community facilities and infrastructure. The
ultimate characteristics and timing of subsequent phases II and III
are more conceptual. The specific plan provides for Phase II
development of up to an additional 428 residential units and Phase
III development of up to 44 acres of commercial uses.
Access to Phase I is provided via one connection to Hillside
Boulevard opposite Jefferson Street. Phase I internal circulation is
via one public street and several private roads. Phase II access
would be at one connection to Sister Cities Boulevard; internal
circulation would be via one public street and several private roads.
Phase III access would be at Bayshore Boulevard; Phase III internal
circulation would be expected to be served by a single private road.
....
~...
The applicant is requesting extension of the termination dates of the
Terrabay Specific Plan and development agreement to allow for
completion of Phase I development of 125 single family detached
homes, 168 townhomes and community facilities, and eventual
development of specific plan Phases II and III.
SunChase G.A. California I, Inc.
SunChase G.A. California I, Inc.
....
SOURCE: Wagstaff and Associates, November 1995.
WP51 \548\DSEIRI T ABLE1,548
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SCH Number: 95092027
Prepared for the
CITY OF SOUTH SAN FRANCISCO
by
WAGSTAFF AND ASSOCIATES
Urban and Environmental Planners
in association with
The Crane Transportation Group, Transportation Planners and Engineers
Thomas Reid Associates, Consulting Biologists
Harlan Tait Associates, Engineering Geologists
Donald Ballanti, Air Quality Consultant
January 1996
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T errabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
Contents
Page III
CONTENTS
Pace
I. INTRODUCTION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1
A. SEIR Purpose and Application ................................. 1
B. SEIR Approach ............................................ 2
C. SEIR Scope--Significant Issues and Concerns. . . . . . . . . . . . . . . . . . . . .. 3
D. Significance of Impacts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 5
E. Report Organization and Content ............................... 5
F. Intended Uses of the SEIR . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 6
G. Technical Appendices. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 6
II. SUMMARY. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 9
A. Proposed Project ................ . . . . . . . . . . . . . . . . . . . . . . . . . .. 9
B. Environmental Issues . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 9
C. Summary of Impacts and Mitigation Measures . . . . . . . . . . . . . . . . . . . .. 10
D. Summary of Alternatives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 41
E. Mitigation Implementation .................................... 42
III. PROJECT DESCRIPTION ....................................... 45
A. Setting.................................................. 45
B. Basic Project Objectives . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 50
C. Proposed Project Physical Characteristics ........................ 51
D. Phasing and Construction Schedule ............................ 60
E. Required Project Approvals. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 61
IV. SETTING, IMPACTS, AND MITIGATIONS ........................... 65
A. Land Use . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 67
B. Population and Housing ..................................... 79
C. Transportation............................................ 89
D. Soils and Geology ........................................ 155
E. Drainage and Water Quality ................................. 173
F. Vegetation and Wildlife. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 183
G. Public Services .......................................... 199
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Pace
H. Noise.................................................. 215
I. Air Quality .............................................. 231
J. Cultural Resources. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 243
V. PROJECT CONSISTENCY WITH ADOPTED PLANS AND POLICIES ...... 251
A. 1982 EIR Plans and Policies Consistency Findings ................ 251
B. Supplemental Consistency Findings ........................... 252
VI. ALTERNATIVES TO THE PROPOSED PROJECT... . . . . . . . . . . . . . . . . .. 259
A. Summary of 1982 EIR Findings. . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 259
B. Supplemental Findings . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 260
VII. CEQA-REQUIRED ASSESSMENT CONCLUSIONS ................... 265
A. Growth-Inducing Effects .................................... 265
B. Unavoidable or Irreversible Significant Adverse Impacts ............. 265
C. Irreversible Environmental Changes ........................... 266
D. Cumulative Impacts ....................................... 266
E. Effects Found Not to Be Significant . . . . . . . . . . . . . . . . . . . . . . . . . . .. 266
VIII. MITIGATION MONITORING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 269
A. Background............................................. 269
B. Recommended Approach to Monitoring Implementation ............. 269
IX. ORGANIZATIONS AND PERSONS CONTACTED.......... . .. ........ 275
A. City of South San Francisco ................................. 275
B. Applicant............................................... 275
C. Other Organizations .............................. . . . . . . . .. 275
X. APPENDICES. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 277
A. Notice of Preparation and Initial Study
B. Supplemental Transportation Information
C. Supplemental Vegetation and Wildlife Data
D. Supplemental Air Quality Information
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Terrabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
Contents
Page v
Pace
E. CEQA Standards for EIR Adequacy
F. CEQA Definition of "Mitigation"
G. SEIR Authors
Note: A Geotechnical Appendix in a separate volume entitled Draft Supplemental
EIR for the Proposed Terrabav Specific Plan and Development Aareement
Extension--Geotechnical Aooendlx is also available for review at the City of South
San Francisco Department of Economic and Community Development.
List of Figures
1 . Project Location Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 44
2. Vicinity Map ..................................................... 46
3. Vicinity Aerial Photograph ........................................... 47
4. Project Development Plan ........................................... 53
5. Existing Land Use . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 69
6. Local Roadway System Diagram ...................................... 91
7. Existing Traffic Volumes--PM Peak Hour (May 1993) . . . . . . . . . . . . . . . . . . . . . . .. 93
8. Year 2000 Base Case Traffic Volumes Without Project--AM Peak Hour ......... 101
9. Year 2000 Base Case Traffic Volumes Without Project--PM Peak Hour ......... 102
10. Year 2010 Base Case Traffic Volumes Without Project--AM Peak Hour ......... 103
11. Year 2010 Base Case Traffic Volumes Without Project--PM Peak Hour ......... 104
12. Year 2000 and 2010 Base Case Intersection Lane Geometrics Without Project. . .. 106
13. Year 2010 Intersection Lane Geometrics With Project ...... . . . . . . . . . . . . . . .. 120
14. Year 2000 Project Traffic Volume Increments, AM Peak Hour--Phase I Only. . . . .. 121
15. Year 2000 Project Traffic Volume Increments, PM Peak Hour--Phase I Only . . . . .. 122
16. Year 2010 Project Traffic Volume Increments, AM Peak Hour--Phases I, II
and III ....................................................... 123
17. Year 2010 Project Traffic Volume Increments, PM Peak Hour--Phase I, II
and III ....................................................... 124
18. Year 2010 Base Case Plus Project Traffic Volumes, AM Peak Hour--Phases I, II
and III ....................................................... 125
19. Year 2010 Base Case Plus Project Traffic Volumes, PM Peak Hour--Phases I, II
and III ....................................................... 126
20. Year 2000 Base Case Mitigation Needs Without Project .................... 136
21. Year 2010 Base Case Mitigation Needs Without or With Project Phase I--Without
Flyover . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 137
22. Year 2010 Base Case Traffic Volumes Without Project, AM Peak Hour--With
Flyover . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .". . . . . . . . . . . . . . . . . . . . .. 140
23. Year 2010 Base Case Traffic Volumes Without Project, PM Peak Hour--With
Flyover . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 141 "
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24. Year 2010 Base Case Mitigation Needs Without or With Project Phase I--With
Flyover . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 142
25. Year 2010 Base Case Plus Project Phases I, II and III Mitigation Needs--Without
Flyover . . . . . . . . ; . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 147
26. Year 2010 Base Case Plus Project Phases I, II and III Mitigation Needs--With
Flyover . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 148
27. Year 2010 Base Case Plus Project Phases I, II and III Traffic Volumes, AM Peak
Hour--With Flyover .............................................. 150
28. Year 2010 Base Case Plus Project Phases I, II and III Traffic Volumes, PM Peak
Hour--With Flyover .............................................. 151
29. Geologic Map ................................................... 156
30. Mission Blue Butterfly Observations--1991-1995 .......................... 190
31. Callippe Silverspot Butterfly Observations--1991-1995 . . . . . . . . . . . . . . . . . . . . .. 191
32. Future Noise Contour Schematic ..................................... 224
List of Tables
1 . Project Summary Data. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ii
2. Terrabay Specific Plan Layout Characteristics. . . . . . . . . . . . . . . . . . . . . . . . . . . .. 52
3. 1982 EIR Land Use and Open Space Impact and Mitigation Findings . . . . . . . . . . .. 73
4. ABAG Population and Household Estimates and Projections--Regional and Local,
1990-2010 ..................................................... 80
5. ABAG-Estimated Jobs/Employed Resident Ratios--City, County, and Region,
1980-2010 ..................................................... 84
6. Population and Housing Impact and Mitigation Findings--1982 EIR . . . . . . . . . . . . .. 86
7. Existing and Base Case US 101 Freeway Operation--PM Peak Hour. . . . . . . . . . .. 98
8. Project Area Local Bus Route Descriptions (SAMTRANS) .................... 99
9. Base Case Intersection Levels of Service--(AM) and PM Peak Hour. . . . . . . . . . .. 107
10. Base Case US 101 Freeway Ramp Operation--(AM) and PM Peak Hour ........ 109
11. Peak Hour Intersection Levels of Service--1982 EIR ....................... 111
12. 1982 EIR Transportation Impact and Mitigation Findings ,................... 112
13. Project Daily and PM Peak Hour Trip Generation ......................... 116
14. Project AM Peak Hour Trip Generation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 117
15. Project Trip Distribution--PM Peak Hour ................................ 119
16. Base Case Intersection Level of Service--(AM) and PM Peak Hour, Without and
With Project ................................................... 127
17. Project Impacts on US 101 Freeway Operation--PM Peak Hour. . . . . . . . . . . . . .. 130
18. Base Case US 101 Freeway Ramp Operation--(AM) and PM Peak Hour, Without and
With Project ................................................... 131
19. Project Impacts on Colma Intersections ................................ 133
20. Intersection Levels of Service After Mitigation--(AM) and PM Peak Hour . . . . . . . .. 138
21. 1982 EIR Soils and Geology Impact and Mitigation Findings ................. 160
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22. 1982 EIR Drainage and Water Quality Impact and Mitigation Findings .......... 180
23. Rare Plants on San Bruno Mountain. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 185
24. Threatened and Endangered Butterflies ................................ 188
25. 1982 EIR Vegetation and Wildlife Impact and Mitigation Findings . . . . . . . . . . . . .. 195
26. 1982 EIR Public Services Impact and Mitigation Findings ................... 206
27. Definitions of Acoustical Terms ...................................... 216
28. South San Francisco General Plan Noise Element Table N-1, Land Use
Compatibility Criteria for Aircraft Noise ................................ 219
29. State Land Use/Noise Level Compatibility Standards. . . . . . . . . . . . . . . . . . . . . .. 220
30. 1982 EIR Noise Measurement Survey Results ........................... 223
31. 1982 EIR Noise Impact and Mitigation Findings. . . . . . . . . . . . . . . . . . . . . . . . . .. 226
32. Federal and State Ambient Air Quality Standards ......................... 232
33. 1982 EIR Air Quality Impact and Mitigation Findings ....................... 236
34. Projected Carbon Monoxide Concentrations Near Selected Intersections in Parts
Per Million (PPM) ............................................... 239
35. Project Emissions in Pounds/Day . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 241
36. 1982 EIR Cultural Resources Impact and Mitigation Findings . . . . . . . . . . . . . . . .. 245
37. Mitigation Monitoring Program--Terrabay Specific Plan and Development
Agreement Extension ............................................ 271
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City of South San Francisco
January 4, 1996
Draft SEtR
I. Introduction
I. INTRODUCTION
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Terrabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
I. Introduction
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I. Introduction
Page 1
I. INTRODUCTION
A. SEIR PURPOSE AND APPLICATION
The Terrabay project is a phased residential and commercial development proposed for
location on the lower slopes of San Bruno Mountain in the city of South San Francisco. In
1982, San Mateo County certified an EIR and the county and the City of South San Francisco
jointly adopted a specific plan for the Terrabay project. In 1983, the City Council adopted an
ordinance approving a development agreement for the project. The development agreement
was legally executed by the city and applicant in 1988. Development of project Phase I then
began, including completion of rough grading, roadway, sewer, water, storm drainage, fire
station, play field, and other common improvements, but was subsequently stalled by changes
in ownership.
Recently, a new owner/applicant has requested city approval of a renewed Phase I
construction program. The current expiration date for the specific plan and developme'nt
agreement is February 14, 1997. Since the construction of some project components may not
be able to start until after that expiration date, the applicant has requested an extension of the
specific plan and development agreement entitlements in order to accommodate the revised
project construction schedule.
The city has determined that this extension request represents a new proposed action or
"project" subject to state-mandated environmental documentation requirements set forth in the
California Environmental Quality Act (CEQA). To meet this CEQA requirement, the city has
also determined that changes or additions will be necessary to make the 1982 certified
Terrabay EIR adequately apply to the requested extension and that CEQA compliance shall
be achieved by preparation of a supplement to the certified 1982 EIR; Le., a supplemental
EIR, pursuant to CEQA, particularly Public Resources Code Section 21166 and State CEQA
Guidelines sections 15160 and 15163, which describes any substantive changes in project
environmental information which have occurred since preparation of the 1982 EIR.
As used in this SEIR, the terms "extension," "Terrabay project" and "project" refer to all
aspects of the development proposal, including the 1982 Terrabay Specific Plan (as
amended), the 1988 development agreement, their extension, and all other local, state and
federal approvals, entitlements, and permits that may be required for development of the
proposed project.
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The city of South San Francisco is the Lead Agency1 for all environmental documentation and
procedural requirements for the Terrabay project. This SEIR has been prepared by the city of
South San Francisco pursuant to all relevant sections of the California Environmental Quality
Act (CEQA). The report is intended to inform city decision-makers, other responsible
agencies, and the general public of the proposed project and of the environmental
consequences of its approval.
CEQA Guidelines stipulate that an EIR is intended to serve as a public information and
disclosure document identifying those environmental impacts associated with the proposed
project that are expected to be significant, and describing mitigation measures and
alternatives which could minimize or eliminate these significant adverse impacts.2 Such
impacts and mitigation needs are discussed in this SEIR to the level of detail necessary to
allow reasoned decisions about the project and warranted conditions of project approval.
B. SEIR APPROACH
1. Supplemental EIR
Ordinarily, only one EIR is prepared for a project. Public Resources Code section 21166 and
State CEQA Guidelines sections 15163 and 15162 stipulate that when an EIR has been
certified for a project, a supplemental EIR is prepared when the lead agency determines that
the previous EIR will require revision due to new significant impacts or an increase in the
severity of previously identified significant impacts due to:
. substantial changes in the project;
. substantial changes in circumstances under which the project is undertaken;
. new information which shows that there may be new or more severe significant impacts;
. new, feasible mitigation measures which were not previously considered.
The city has determined that one or more of these conditions may apply to the proposed
entitlemen~ extensions, and therefore, preparation of this supplemental EIR is necessary.
2. Proiect EIR and Proaram EIR
In addition to the "supplemental" EIR approach, this EIR includes two other assessment
approaches provided for in the CEQA guidelines--the report provides a detailed "project EIR"
1CEQA Guidelines define the "Lead Agency" as the public agency that has the principal
responsibility for carrying out or approving a project.
2CEQA Guidelines section 15149(b).
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level assessment for the specific plan Phase I precise plan and subdivision map, and a
broader, "program EIR" level assessment for subsequent project phases.
a. Proiect EIR for Proiect Phase I. Pursuant to CEQA Guidelines section 15161, a project
level assessment is provided for Phase I, consistent with the more detailed precise plan and
subdivision map information available for this initial phase of the development program. This
assessment will be sufficient to serve as the CEQA-required environmental documentation for
all aspects and entitlements necessary to complete Phase I. .
b. Procram EIR Approach for Proiect Phases II and III. Section 15168(d) of the CEQA
Guidelines states that a broader, less detailed "program EIR" can also be prepared to simplify
the task of preparing environmental documents for subsequent project phases proposed for
development in the future where their ultimate physical characteristics, sequencing and timing
are more conceptual. When subsequent project Phases II and III are to be developed and
eventually come before the city for required approvals in the future, more specific information
(precise plan, subdivision maps, etc., similar to what is now available for Phase I) would be
submitted and additional, more detailed environmental review and additional public review,
would be undertaken at that time. The program level assessment in this SEIR for these
subsequent phases will:
. Provide the basis for determining in Initial Studies for future phases whether those
specific activities may have any significant effects;
. Provide environmental information which can be incorporated by reference in subsequent
project-level environmental documentation to address broader program-level impacts;
and
. Provide a basis for focusing any future project-level environmental documentation needs
on more direct impacts and on new effects which have not been considered before.
If it is determined that a subsequent phase is consistent with the specific plan and proposed
project as described herein, and would have no effects beyond those analyzed in this SEIR,
the city could assert that these activities are part of a development program that has already
been approved, and that no further CEQA compliance is required.
C. SEIR SCOPE-SIGNIFICANT ISSUES AND CONCERNS
As required by the state CEQA Guidelines, the scope of this SEIR includes all environmental
issues to be resolved and all areas of controversy known to the Lead Agency (the city),
including those issues and concerns identified as possibly significant by the city in its
preliminary environmental review (Initial Study) of the project;1 by other agencies,
1The city's Initial Study for the project is included in Appendix A of this SEIA.
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organizations, and individuals in response to the city's Notice of Preparation 1 (dated
August 4, 1995); and by the attendees of the public "scoping" meeting held on July 27, 1995
to discuss the SEIR scope. In addition, pursuant to CEQA Guidelines section 15163(b), this
SEIR has been focused to contain only the information necessary to make the previous EIR
adequate for the project as revised. Areas of controversy and environmental issues to be
resolved are listed below.
1. The land use and open space impacts of the project, including project internal land use
compatibility and the relationship and compatibility of the proposed residential, commercial
and recreational uses with surrounding land use conditions (which may have changed since
the 1982 EIR was certified);
2. The population and housing impacts of the project, including the effects of the
proposed home types on current local and regional housing needs, and on the local ratio of
jobs to employed residents;
3. The transportation impacts of the project, including: (a) off-site impacts on current
vicinity roadway system conditions; (b) year 2000 Phase I mitigation needs; and (c) year 2010
total project mitigation needs;
4. The geotechnical and soils implications of the project, including possible future
geotechnical risks from slope instability in general, and from specific landslide conditions
identified since 1982 in particular;
5. The drainage and water quality impacts of the project, including: (a) the adequacy of
the current off-site storm drainage systems to accommodate storm water runoff from the
project site and areas above the site; (b) the proper functioning and maintenance of catch
basins and drainage improvements .installed onsite since 1982; and (c) project relationship to
the city's stormwater quality control program;
6. The vegetation and wildlife impacts of the project, including: (a) the status of project
compliance with the habitat restoration and other mitigation requirements of the San Bruno
Mountain Habitat Conservation Plan; and (b) potential impacts on rare and endangered
species under current state and federal species criteria;
7. The public services implications of the project, including the adequacy of existing local
schools, parks and recreation, water, sewer, police, fire protection and emergency medical
services to accommodate project demands;
1The Notice of Preparation (NOP) is a CEQA-required brief notice sent by the Lead Agency to
notify the Responsible Agencies. Trustee Agencies, and involved federal agencies that the Lead
Agency plans to prepare an EIR for the project, and solicits guidance regarding SEIR scope and
content. A copy of the NOP for this project is included in Appendix A of this SEIR.
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8. The noise impacts of project construction, long-term occupancy, and traffic generation,
including project effects on the existing noise environment along local roadways under
updated traffic conditions, and the compatibility of proposed project design with the updated
surrounding noise level projections; and
9. The air quality impacts of the project including short-term construction impacts and long-
term traffic-related effects on local and regional air emissions under updated traffic conditions
and the current air quality impact assessment and mitigation requirements of the Bay Area Air
Quality Management District (BAAQMD).
D. SIGNIFICANCE OF IMPACTS
This SEIR describes potentially significant adverse project impacts and identifies
corresponding mitigation measures. Where it is determined that a particular impact cannot be
mitigated to a level of insignificance, the SEIR identifies that impact as "unavoidable." Section
VII.C of the SEIR, Unavoidable and Irreversible Adverse Effects, includes a summary list of all
significant project impacts identified as "unavoidable." Impacts that are identified in this SEIR
as possibly significant, but are not identified as "unavoidable" (Le., are not listed in section
VII.C), have been determined to be capable of mitigation to a point of insignificance by
implementation of the associated mitigation measure or measures identified in this SEIR.
E. REPORT ORGANIZATION AND CONTENT
The impact and mitigation information in this SEIR is generally organized under the headings
of significant environmental issues (land use, population and housing, transportation, soils and
geology, drainage and water quality, vegetation and wildlife, etc.). The report describes the
following in Chapter IV for each significant issue or impact category:
1. the existing environmental setting, focussing on any changes in conditions which may
have occurred since the previous (1982) EIR;
2. a summary of the previous impact and mitigation findings (1982);
3. any supplemental impact findings, including impacts which may have changed or may
have not been considered in the previous (1982) EIR; and
4. any supplemental mitigation recommendations to avoid or reduce impact changes or
new impacts not identified in the previous (1982) EIR.
In addition, this report includes a chapter describing project consistency with currently
adopted local and regional plans, a section summarizing the various alternatives to the
proposed project discussed in the previous (1982) EIR, a section summarizing the SEIR
information in terms of various CEQA-required assessment considerations (including
WP51 \548IDSEIRI/.548
T errabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
I. Introduction
Page 6
project growth-inducing effects, unavoidable adverse effects, irreversible environmental
changes, and "effects found not to be significant"); and finally, a chapter outlining the city's
mitigation monitoring intentions in keeping with State AB 3180.
F. INTENDED USES OF THE SEIR
This SEIR has been prepared to serve as the CEQA-required environmental documentation
for city consideration of this project, including extension of the specific plan and development
agreement, associated precise plans and tentative and final maps, as well as subsequent
grading permit approvals, building permit approvals, and other city actions necessary to
implement the project. As a result of the information in this SEIR, the city may act to approve
or deny these various actions, and to establish any associated additional CEQA requirements
or conditions on project design, construction, and operation that it deems warranted in order to
mitigate identified project impacts on the environment.
As the Lead Agency, the city also intends for this SEIR to be used by other Responsible
Agencies1 and Trustee Agencies2 including, but not limited to, the U.S. Fish and Wildlife
Service, the California Department of Transportation, the California Regional Water Quality
Control Board, and the County of San Mateo, to provide comments to the city during the city's
consideration of the specific plan and development agreement extension.
G. TECHNICAL APPENDICES
Appendices A through G are included in this SEIR and are listed in the Table of Contents.
Additionally, a Geotechnical Appendix that includes geotechnical reports referenced in section
IV.D, Soils and Geology, which contain detailed mitigation recommendations, is available for
review at the South San Francisco Department of Economic and Community Development,
Planning Division.
1Under CEOA Guidelines, the term "Responsible Agency" includes all public agencies, other than
the Lead Agency, which have discretionary approval power over aspects of the project for which the
Lead Agency has prepared an EIR and SEIR.
2Under CEOA Guidelines, the term "Trustee Agency" means a state agency having jurisdiction by
law over natural resources affected by the project which are held in trust by the people of California.
WP51 \548\DSElRIJ.548
T errabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
II. Summary
II. SUMMARY
WP51\548\DSEIR\ TlTLPGS,548
Terrabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
II. Summary
WP511548\DSEIR\ T1TLPGS,548
Terrabay Project
City of South San Francisco
January 4, 1996
Draft SE I R
II. Summary
Page 9
II. SUMMARY
This SEIR chapter includes a summary description of the proposed action (the Terrabay
specific plan and development agreement extension), a list of areas of environmental
controversy and issues to be resolved, a summary identification of each significant
supplemental impact finding and associated mitigation recommendations and responsibilities,
a summary evaluation of project alternatives, and a summary of anticipated mitigation
implementation procedures.
This summary should not be relied upon for a thorough understanding of the details of the
project, its individual impacts, and related mitigation needs. Please refer to Chapter III for a
complete description of the project, Chapter IV for a complete description of project impacts
and associated mitigation measures, and Chapter VI for a complete evaluation of alternatives
to the project.
A. PROPOSED PROJECT
In 1982, San Mateo County certified an EIR and the county and the city of South San
Francisco jointly adopted a three-phase specific plan for the Terrabay project. Development
of the project commenced in 1988 (rough grading, common roadway, sewer, water and storm
drainage improvements, a fire station, etc.), but was subsequently stalled by changes in
ownership. A new applicant/owner, SunChase G.A. California I, Inc, is requesting extension of
the termination dates of the approved Terrabay Specific Plan and development agreement
with the city to allow for a renewed construction program, including near-term completion of
specific plan Phase I, which would include development of up to 125 single-family detached
homes, up to 168 townhomes, and supporting community facilities and infrastructure, and the
eventual completion of residential and commercial Phases II and III.
B. ENVIRONMENTAL ISSUES
The city has determined that to achieve CEQA compliance for this entitlement extension
request, changes or additions will be necessary to make the 1982 certified Terrabay EIR
adequately apply to the project under current conditions, and that these changes shall be
made in the form of a supplemental EIR (SEIR). As also provided for in CEQA statutes and
guidelines, the environmental focus of this SEIR is limited to those areas of possible
substantive change in environmental information that may have occurred since preparation of
the 1982 EIR as identified by the city in its preliminary review (Initial Study) of the proposed
entitlement extensions, and by other interested agencies and individuals in response to the
WP511548\DSE/RI//.548
T errabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
II. Summary
Page 10
city's Notice of Preparation (NOP) of a Supplemental EIR. As described earlier in the
Introduction to this SEIR, these areas of possible change in environmental information include:
1. Land use,
2. Population and housing,
3. Transportation,
4. Soils and geology,
5. Drainage and water quality,
6. Vegetation and wildlife,
7. Public services,
8. Noise,
9. Air quality, and
10. Cultural resources.
C. SUMMARY OF IMPACTS AND MITIGATION MEASURES
Each significant supplemental impact and finding associated mitigation measure identified in
this SEIR is summarized in the SUMMARY OF SUPPLEMENTAL IMPACT AND MITIGATION
FINDINGS chart that follows. The summary chart has been organized to correspond with the
more detailed supplemental impact and mitigation discussions in Chapter IV of this SEIR. The
chart is arranged in five columns: (1) significant supplemental impact findings, (2) level of
impact significance prior to implementation of recommended mitigation measures,
(3) recommended impact mitigation measures, (4) entity responsible for implementing each
mitigation measure, and (5) level of impact significance after implementation of the mitigation
measure(s).
In those instances where more than one measure may be required to mitigate an impact to a
less-than-significant level, a series of mitigation measures is listed. For a complete
description of the environmental setting, the 1982 EIR impact and mitigation findings,
supplemental impact findings, and supplemental mitigation recommendations associated with
each particular topic of concern, please refer to Chapter IV of this SEIR.
WP511548IDSEIRI/I.548
Terrabay Project
City of South San Francisco
January 4, 1996
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II. Summary
Page 38
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II. Summary
Page 39
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Terrabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
II. Summary
Page 40
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T errabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
II. Summary
Page 41
D. SUMMARY OF ALTERNATIVES
1. Identified Alternatives
Chapter VI of this SEIR contains an assessment of possible substantive changes in the
comparative environmental evaluation findings of the 1982 EIR regarding four identified
alternatives to the proposed project, including the following:
. No Project Alternative (as required by CEQA; assumes that the 332-acre project site
would remain in its current state, which now in September 1995 means no extension to
the previous Terrabay Specific Plan and development agreement entitlements, and no
development activity beyond the current entitlement termination date of February 14,
1997. Under this scenario, a limited portion of the Phase I residential development
would be completed, and development of Phases II and III would not be initiated);
. Concept Plan Alternative (as presented in the concept plan proposed by W.W. Dean
Associates in 1982, assumes residential uses and related community facilities similar in
type and density to those contained in the approved specific plan and development
agreement, but with less intense Phase III commercial development levels);
. Alternative Designed to Conform With the Sphere of Influence Study (assumes
development of 1,036 residential units and a 10-acre shopping center along the south-
facing portion of the project site, and commercial and industrial development along the
eastern portion, consistent with the Preliminary Site Utilization Plan included in the South
Slope Sphere of Influence Study; and
. Alternative Designed to Conform With the General Plan Amendment (assumes
development of 985 multi-family residential units, of which 20 percent would be
affordable to low and moderate income households, including a high-rise elderly housing
complex, plus development of higher intensity commercial and light industrial uses, and a
community center with a pre-school, cultural center, library, fire station, police station and
religious facilities, consistent with the 1976 San Mateo County general plan amendment
for San Bruno Mountain).
2. Conclusions
CEQA guidelines stipulate that, "If the environmentally superior alternative is the no project
alternative, the EIR shall identify an environmentally superior alternative among the other
alternatives." 1 Of the various alternatives re-evaluated in section VI of this Supplemental EIR
other than the "no project" alternative, it has been determined that the Concept Plan
Alternative would result in the least adverse combination of environmental impacts and would
therefore be the "environmentally superior" alternative.
'California Environmental Quality Act Guidelines, Section 15126(d).
WP511548IDSEIRIU548
T errabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
II. Summary
Page 4~
E. MITIGATION IMPLEMENTATION
For those mitigation measures identified in this SEIR that are included as supplemental
conditions of project approval, a mitigation monitoring program would be formulated by the city
for use to ensure effective mitigation implementation. Implementation of most of the mitigation
measures recommended in this SEIR would be subject to effective monitoring through the
city's normal development review procedures. However, to satisfy State AS 3180, a
documented record of mitigation implementation will be necessary. Chapter VIII of this SEIR
includes a suggested Mitiaation Monitorina Checklist for city staff use in meeting the
requirements of AB 3180; i.e., in establishing the "who, what, when, and how" aspects for
each supplemental mitigation measure from this SEIR that is ultimately required.
WP51 \548\DSEIR\n548
Terrabay Project
City of South San Francisco
January 4, 1996
WP511548IDSEIRI TITLPGS.548
III. PROJECT DESCRIPTION
Draft SEIR
III. Project Description
:~ c.
/
Basic map reproduced by pennission of the California State
Automobile Association, copyright owner.
REGIONAL LOCATION
01
~I
_I~ ~rth
Figure 1
PROJECT LOCATION
SOURCE: wagstaff and Associates
TERRABA Y PROJECT SEIR CITY OF SOUTH SAN Fl{ANCISCO, CALIFORNIA
Wagstaff cmd Asscx::iates
T errabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
III. Project Description
Page 45
III. PROJECT DESCRIPTION
This chapter describes the proposed actions or .project" addressed by this SEIR. The project
description is based on information contained in the 1982 EIR, the Terrabay Specific Plan and
Development Agreement, and on materials submitted to the city by the project applicant. As
stipulated by the CEQA Guidelines, the project description that follows has been detailed to
the extent needed for adequate evaluation and review of environmental impacts. The
description includes: {a} the location, boundaries and local setting of the project site; {b} a
historical overview of the site and project; {c} a statement of the basic project objectives
sought by the applicant; {d} the project's physical and technical characteristics; {e} the
anticipated project phasing and construction schedule; and {f} the various permits and
jurisdictional approvals required to allow construction of the project. The physical and
technical characteristics of the overall project {Le., the proposed land use and circulation
layout, community facilities, grading approach, landscaping concept, storm drainage, water
and sewer provisions} are described in detail for project Phase I, and are described in more
conceptual terms for future project Phases II and III.
A. SETTING
1. Reaional Location
As illustrated on Figure 1, the project site is located at the northern edge of the city of South
San Francisco, in northern San Mateo County. San Bruno Mountain State and County Park,
and the cities of Brisbane and San Francisco are located to the north, San Francisco Bay to
the east, San Francisco International Airport and the city of San Bruno to the south, and the
town of Colma and the city of Daly City to the west. U.S. Highway 101 {US 101)--the
Bayshore freeway--provides regional access to the site via the Oyster Point interchange.
2. Local Settina
As illustrated on Figures 2 and 3, the proposed project site is located along the lower
southeastern slopes of San Bruno Mountain at the northern edge of the city of South San
Francisco. Portions of the site proposed for development are located within the city limits {Le.,
were annexed to the city in 1983}; portions of the site proposed to remain as open space
have been left within unincorporated San Mateo County.
The site is generally bounded on the north by San Bruno Mountain State and County Park, on
the east by Bayshore Boulevard, on the south by Hillside Boulevard-Sister Cities Boulevard,
and on the west by Hillside Elementary School and portions of San Bruno Mountain State and
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City of South San Francisco
January 4, 1996
Draft SEIR
III. Project Description
Page 48
County Park. Present access to the site is provided by Bayshore Boulevard, Sister Cities
Boulevard, Randolph Avenue and Hillside Boulevard.
3. General Site Characteristics
As shown on Figures 2 and 3, the 332-acre project site is approximately "L"-shaped, along the
south- and east-facing slopes of San Bruno Mountain. The property consists of rolling, gently
to steeply sloping terrain. Nearly half of the site contains slopes with gradients greater than
30 percent. Site elevations vary from 25 feet above sea level at the Airport
Boulevard/Randolph Avenue intersection to 575 feet above sea level at the tops of slopes
along the northwest edge of the property. The site contains several spur ridges, knolls,
ravines and swales. A promontory knoll is located at the southeastern corner of the property
adjacent to the Sister Cities Boulevard-Oyster Point Boulevard/Airport Boulevard-Bayshore
Boulevard intersection.
Although grading and many common infrastructure improvements for the first phase of the
approved project (Phase I) have already been completed, the majority of the project site
remains as open space. Site vegetation is primarily non-native grassland on the lower
portions proposed for development, with native grasses and soft chaparral on the higher,
steeper slopes, and riparian-like vegetation in the ravines between knolls.
The site is immediately adjacent to the expansive open space areas of San Bruno Mountain
State and County Park, a 2,064-acre regional open space preserve with public trails and
facilities. The site is also within the planning area of the San Bruno Mountain Habitat
Conservation Plan (HCP), which was adopted in 1982 to protect mountain habitats for a
number of endangered butterfly species.
4. Site Historv
San Bruno Mountain is a large expanse of hilly, undeveloped open space amidst some of the
most densely developed areas in the Bay Area. Over the past three decades considerable
attention and controversy have been focused on the mountain environs, including actions and
responses by private developers, public agencies, concerned individuals and environmental
organizations. Extensive city, county, state and federal planning efforts have been completed
and coordinated to balance protection of the sensitive mountain environment with the
increased local demands for housing development.
In 1973, a general plan amendment application was submitted to San Mateo County by a
private entity in an initial effort to develop 1,244 acres of unincorporated land on San Bruno
Mountain. This development proposal included the Terrabay project site which at the time
was totally unincorporated. In 1976, a revised county general plan amendment for San Bruno
Mountain was approved, limiting development to three planning areas: the Northeast Ridge
Planning Area, the Brisbane Planning Area, and the South San Francisco Planning Area.
WP511548IDSEIR\III.548
Terrabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
III. Project Description
Page 49
The South San Francisco Planning Area (essentially the Terrabay project site) was designated
in the county general plan amendment as a potential location for residential and commercial
development.
As the county general plan amendment was being considered, the presence of habitat on the
mountain for endangered butterfly species became a key factor in the planning of San Bruno
Mountain. Subsequent to county adoption of the 1976 general plan amendment, portions of
the mountain were discovered to provide habitat for three federally-listed endangered butterfly
species. First, later in 1976, the U.S. Fish and Wildlife Service (USFWS) designated the
Mission blue and San Bruno elfin butterflies as "endangered" pursuant to the provisions of the
Endangered Species Act of 1973. Another butterfly, the callippe silverspot was proposed for
listing by the USFWS in 1978. Habitat for each of these species had been identified on the
mountain. As a result, implementation of the development actions proposed in the county
general plan amendment was stalled because it would have inevitably involved the "taking" of
some butterflies, which was prohibited by the Endangered Species Act.
To address this constraint, the county in 1980 commissioned an extensive biological study of
the Mission blue, callippe silverspot and other butterfly species of concern. The findings of
the study formed the basis for the San Bruno Mountain Habitat Conservation Plan (HCP),
adopted in 1982. The HCP provides for the protection and perpetuation of the endangered
butterflies by allowing limited development and preserving and improving the remaining
habitat. The HCP was formulated as the mitigation document for federal issuance of a limited
development permit under Section 10(a) of the Endangered Species Act. The Section 10(a)
permit, issued in 1982, allows limited development to proceed on the mountain in strict
accordance with the provisions of the HCP. The Terrabay project development area, as
subsequently approved by the county and city, was included in the HCP and Section 10(a)
permit.
Following federal and county adoption of the HCP, the 1982 EIR for the proposed Terrabay
project specific plan (the "previous EIR") was certified by the county, and the county and city
of South San Francisco jointly adopted a specific plan for the Terrabay project. To implement
the adopted specific plan, the city in 1983 amended its city zoning ordinance to add the
Terrabay Specific Plan District, annexed the 203-acre portion of the project site proposed for
development, and adopted an ordinance approving an associated development agreement.
The development agreement was legally executed by the city and applicant in 1988. In 1989,
a precise plan and vesting tentative subdivision map were approved by the city for project
Phase I; in 1990 a final subdivision map was approved for Phase I.
Between 1989 and 1992, approximately 80 acres of the site were graded and most
infrastructure improvements installed for development of Phase I. Development of the project
was subsequently delayed by changes in ownership.
Recently, a new project owner/applicant has requested city approval of a renewed
construction program to complete Phase I of the development. In order to proceed on an
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interim basis, the City Council in April 1995 confirmed an extension of the expiration dates of
the specific plan and development agreement until February 14, 1997. Since some
components of Phase I, as well as subsequent project phases, may start after this specific
plan and development agreement extension expires, the applicant has requested further
extension of the termination date~ for the specific plan and development agreement
entitlements.
B. BASIC PROJECT OBJECTIVES
The basic objectives of the development program, as derived by the SEIR authors from the
goals and objectives statements presented in the 1982 Terrabav Specific Plan, are as follows:
1. Help reduce the housing shortage in the San Francisco Bay area and San Mateo County
by providing a variety of new housing units within the Terrabay planning area;
2. Provide economic growth and employment opportunities in northern San Mateo County
and the city of South San Francisco;
3. Reduce associated eF:lvironmental impacts and preserve open space through use of
compact development design;
4. Blend the project into the undulating slopes of San Bruno Mountain by concentrating
development in the ravines and leaving the knolls largely intact;
5. Minimize the impact on San Bruno Mountain State and County Park and the Habitat
Conservation Plan (HCP) area by providing an open space zone and special development
buffer zone;
6. Minimize traffic impacts through construction or participation in construction of roadway
improvements, signalization and transportation system management (TSM) projects;
7. Reduce impacts on adjacent neighborhoods by development of a traffic buffer and a
buffer zone park adjacent to Hillside Boulevard;
8. Provide water, sewer, drainage and energy utilities to serve the project;
9. Protect the HCP area and minimize water use through carefully planned landscaping
featuring non-invasive, drought tolerant species common to San Mateo county;
10. Enhance access to San Bruno Mountain State and County Park recreational
opportunities through provision of trail heads and trails to the park;
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11. Provide community services and facilities for project and city residents including: a new
fire station (SSFFD Fire Station #5), a new community recreation center (Hillside Recreation
Center), internal neighborhood parks, a linear park, tot lots, play fields and other associated
improvements at Hillside Elementary School, and a childcare center; and
12. Preserve archaeological site CA-SMa-40 through cover and seal measures.
C. PROPOSED PROJECT PHYSICAL CHARACTERISTICS
The new applicant proposes to first implement specific plan Phase I, with no substantive
changes to the previously approved precise plan provisions for this phase (i.e., up to 293
homes). Eventually, the city also anticipates applicant implementation of the more conceptual
specific plan Phases II and III. The specific plan indicates that these subsequent phases are
expected to generally provide for up to an additional 428 homes, 44 acres of commercial
development, and supporting community facilities and infrastructure.
1. Overall Development Concept
The approved Terrabay project layout is diagrammed on Figure 4. Approximately 200 acres
of the 332-acre site are proposed to be developed; the remaining 132 acres (about 40 percent
of the site), consisting of the upper, more steeply sloping and less disturbed portions of the
property, are to be permanently dedicated to the County of San Mateo for inclusion in the San
Bruno Mountain State and County Park.
a. Overall Land Use. The specific plan land use breakdown is summarized in Table 2. The
plan includes the following land use components:
· 136 single family detached homes (Terrabay Park);
· 510 single family attached homes, including 381 townhomes (Terrabay Village and
Terrabay Woods) and 129 terraced units (Terrabay Commons);
· 99 single family condominiums (Terrabay Point);
· an 11-acre office and health club complex;
· a 33-acre hotel and trade center complex;
· 20 acres of land for public roadway rights-of-way;
· 10 acres of common community facilities areas; and
· 132 acres of open space to be dedicated to the HCP area.
Residential development areas are proposed for the south-facing portion of the site along
Hillside Boulevard and Sister Cities Boulevard; commercial development areas are proposed
for the east portion along Bayshore Boulevard near US 101.
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Table 2
TERRABA Y SPECIFIC PLAN LAYOUT CHARACTERISTICS
Dwelling Units
per Acre
6.5
3.5
5.1
6.8
6.2
10.1
8.7
5.9
SOURCE: Terrabay Specific Plan, 1982 (as amended).
, Acreages presented are from the 1982 Terrabav Specific Plan. Some acreages were changed in the
subsequent Phase I Precise Plan (1989). Similar additional changes in acreage may occur with future
approval of precise plans for subsequent project phases.
2 The specific plan (1982) and development agreement (1988) allow up to 181 townhomes in Terrabay
Village and 136 single-family detached homes in Terrabay Park. The subsequent Phase I Precise Plan
approval (1989) allows up to 168 townhomes and 125 single-family detached homes.
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City of South San Francisco
January 4, 1996
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b. Residential Development. The residential portion of the project would be developed in
Phases I and II, would occupy approximately 127 acres, and would consist of five separate
"neighborhoods" (from west to east along Hillside Boulevard and Sister Cities Boulevard):
Terrabay Village, Terrabay Park, Terrabay Woods, Terrabay Commons and Terrabay Point
(see Figure 4). These neighborhoods would be developed in distinct pockets at the lower
elevations of the site, generally within natural swales or ravines, separated from each other by
knolls, with the exception of Terrabay Point, which would be developed on the promontory
knoll near the Sister Cities Boulevard/Bayshore Boulevard intersection.
A total of 745 dwelling units were proposed in the 1982 specific plan: 136 single-family
detached homes (18 percent), 381 single-family attached townhomes (51 percent), 129
terraced units (17 percent), and 99 condominiums (13 percent). As shown in Table 1, each of
the five residential neighborhoods would feature a single housing product type. Housing
densities would range from 3.5 units per developed acre to 10.1 units per developed acre with
an average density of 5.9 units per developed acre overall or 3.3 units per gross acre.
c. Commercial Development. Commercial development is proposed for the approximately
44-acre eastern portion of the site located along Bayshore Boulevard. Similar to the five
residential components, the commercial development would be located in two development
pockets, each featuring a different land use subtype:
Office Condominium and Health Club Complex. The specific plan identifies an 11.3-acre area
immediately north of the knoll located at the Sister Cities Boulevard/Bayshore Boulevard
intersection for development of some combination of offices, a restaurant, and a health club.
Although the breakdown of uses within this area will probably change in response to future
market factors, the plan as adopted in 1982 anticipated development of the following specific
components:
· a four-story office structure with approximately 57,500 square feet of owner-occupied
professional services in units of approximately 1,000 square feet each;
· a 150-seat, 5,000 square-foot separate restaurant building located north of and adjacent
to the condominium office building;
· a private 18,000-square-foot health club with an indoor swimming pool, six racquet ball
courts and a weight and exercise room directly behind the office building; and
· five tennis courts on three terraced levels, stepping up the hillside behind the health club.
Hotel and Trade Center Complex. North of the office condominium complex, the specific plan
identifies a hotel and "tech" trade center complex. Although the breakdown of planned uses
within this area will also probably change in response to future market factors, the 1982 plan
anticipated the following:
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· an 18-story, 400-room hotel adjoining a high technology trade center with a total floor
area of 268,700 square feet, including 27,800 square feet of permanent office space and
240,900 square feet of showroom space;
· a common three-story atrium/entry lobby to be shared by the hotel and tech trade center.
d. Common Community Facilities, Recreation and Open Space Provisions. The specific
plan also calls for the following supporting community related facilities within the project's
residential areas: a South San Francisco Fire Department fire station; a child care center and
tot lot; the Hillside Recreation Center complex; a linear park; and five neighborhood parks.
Fire Station 5 was constructed in 1992 on South San Francisco Drive near the project
entrance opposite Jefferson Street.
The child care center, to be located in Terrabay Village, would include a day care/pre-school
center and an adjacent tot lot.
The Hillside Recreation Center, a 3.2-acre community park with indoor and outdoor facilities,
would be developed near the project entrance opposite Jefferson Street. The specific plan
indicates that the recreation building is expected to include an indoor swimming pool,
multipurpose room, activity room, weight room, dressing rooms and a tot lot. Outdoor facilities
are expected to include a basketball court, par course system, children's playground
apparatus, two illuminated tennis courts, a picnic barbecue and lawn game area, and parking
for 61 vehicles. Given the amount of time that has passed since these parks and recreation
needs were established, the city intends to re-evaluate the specific needs and components to
be included in this recreation center facility.
A 1 .3-acre linear park would be developed adjacent to Hillside Boulevard, connecting
improvements at Hillside Elementary School with the Hillside Recreation Center.
Five turfed neighborhood park areas would be provided in Terrabay Village, Terrabay Woods
and near Terrabay Commons.
A master association would own, operate and maintain the private facilities common to the
entire residential area, including the child care center and common landscaped areas. Each
individual neighborhood's private common areas and facilities, including the individual
neighborhood park areas, would be owned and maintained by an individual neighborhood
homeowners association. In the commercial areas, the project applicant would maintain
private roads and common facilities until a suitable land sale and/or lease arrangements were
made specifying maintenance responsibilities. The city would operate and maintain the public
roadways, Fire Station 5, the Hillside Recreation Center, the linear park, and all common
landscaping within these public areas (including within public roadway rights-of-way).
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e. Overall Circulation and Access. The project would be served by an intemal roadway
system consisting of a single local public street and several private roads and lanes in the
residential portion, and a private collector street in the commercial portion of the project.
(1) External Vehicular Access. Freeway access to the project would be provided via the
Oyster Point interchange and, for southbound traffic, the Bayshore Boulevard "scissors" off-
ramp. Arterial access to the project would be provided via Hillside Boulevard-Sister Cities
Boulevard and Airport Boulevard-Bayshore Boulevard. As part of the Phase I improvements
already completed, Sister Cities Boulevard (referred to as the Hillside Extension in the 1982
EIR) has been extended as a four-lane arterial roadway from the former intersection of Hillside
Boulevard and Randolph Avenue to Bayshore Boulevard.
The main entrance to the project's residential portion has been located and constructed on
Sister Cities Boulevard opposite Jefferson Street, as shown on Figure 4. A second entrance
has been partially constructed near North Spruce Avenue, as also shown on Figure 4.
Access to the proposed commercial development would be provided via Bayshore Boulevard
at three locations: two right-turn only driveways along Bayshore Boulevard and one new
signalized intersection at the US 101 /Bayshore Boulevard ramps. (The existing "scissors" off-
ramp would be reconstructed as a "hook" off-ramp and a new "hook" on-ramp would be
added.)
(2) Onsite Roadway Layout. The project's internal roadway system would feature a single
public roadway, South San Francisco Drive; all other roadways would be privately owned and
maintained (Figure 4). The residential and commercial portions of the project would have
separate access and circulation.
Residential. The internal roadway system for the residential portion of the project would
consist of South San Francisco Drive and several private roads and lanes within each
neighborhood. South San Francisco Drive is to be constructed parallel to Sister Cities
Boulevard, connecting the main residential entrance opposite Jefferson Street and the second
entrance opposite North Spruce Avenue, and each of the residential neighborhoods. South
San Francisco Drive is to have a 60-foot-wide right-of-way with a single traffic lane and five-
foot-wide bicycle lane in each direction, and no parking.
Minor residential roads and neighborhood drives would have a 35-foot-wide right-of-way with
two travel lanes and parking on one side only. Proposed residential roadway sections include
sidewalks adjacent to curbs along one side of the street.'
'South San Francisco Municipal Code section 20.63.120G.3 and H, and Terrabav Precise Plan pp.
A20 and A36.
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Commercial. The commercial area would be served by a 40-foot-wide, privately maintained
collector street with a single travel lane and curbside parking in each direction.
(3) Pedestrian and Bicycle Circulation. Pedestrian access to and from adjacent existing
neighborhoods would be provided at the signalized main project entrance opposite Jefferson
Street, at the intersection of Hillside Boulevard with Sister Cities Boulevard, and at a
pedestrian crosswalk and pedestrian pathway near North Spruce Avenue. A paved
pedestrian/bicycle path would parallel Hillside Boulevard. Pedestrians would travel through
the project along a separate pathway system.
(4) Other Transportation Improvements. Proposed transit and TSM improvements include
bus shelters and bus pullouts along Hillside Boulevard and Bayshore Boulevard, preferential
carpool parking in the commercial area, expanded transit, service, airport limousine service to
the hotel and trade center complex, and carpool/van pool programs through the homeowners
association.
h. Overall Landscapina. Five landscape treatment zones are identified in the specific plan:
"accent areas," "streetscape/interface," "view slopes," "transition slopes" and "habitat
restoration areas."
Accent areas include project entry areas, activity centers and major intersections. These
areas would be more densely and formally landscaped with colorful shrubs and specimen
trees.
The various interfaces with adjacent existing neighborhoods would feature landscape
treatment along the edges and in the median of Sister Cities Boulevard, with semi-drought
tolerant, irrigated grasses, shrubs and trees planted to partially screen developed areas while
maintaining open views of San Bruno Mountain.
Interior manufactured view slopes would be planted with semi-drought tolerant, irrigated
ornamental plantings to mitigate their visual impact.
Transition slopes up to fifty feet wide along the project's perimeter are proposed to provide a
gradual progression from view slopes to native grassland, a buffer for range fires, and
vegetation restoration and erosion control. The first 25 feet of transition slopes would be a
permanently irrigated fire buffer, hydroseeded with indigenous grasses, and interplanted with
shrubs. The remaining 25 feet would be temporarily irrigated shrubs and trees in natural
groupings.
Habitat restoration areas would further blend the transition slopes into the natural grassland
with finger-like planting areas extending up selected ravines featuring plant species carefully
selected for habitat value.
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The master and/or neighborhood homeowners associations would be responsible for all
landscape maintenance, except for landscaping within the linear park, at Fire Station 5 and
the Hillside Recreation Center, and within public roadway rights-of-way, which would be
maintained by the city.
i. Overall Gradino Approach. The project grading concept would include stepped building
pads up the swales, leaving the knolls intact or preserving their distinct land form as much as
possible. Earth slopes would generally be graded at two horizontal to one vertical (2:1).
Exceptions include the Sister Cities Boulevard cut near Terrabay Point and several other small
areas where steeper slopes are proposed to preserve existing land forms. The plan states
that these graded areas are located adjacent to private roads, driveways, and buffer areas
where structures are not proposed. Slopes would be terraced and drainage ditches provided
to control debris fall and surface drainage.
Approximately 1,870,000 cubic yards of cut and 1,900,000 cubic yards of fill are proposed,
requiring approximately 50,000 cubic yards of imported fill.
Rough grading operations for Phase I and a portion of Phase II have been completed,
including grading of Terrabay Village, Terrabay Park, and a portion of Terrabay Woods on the
west end of the project, with a borrow operation in portions of Terrabay Commons and
Terrabay Point. The grading for Sister Cities Boulevard and rough grading of South San
Francisco Drive were included in this completed grading phase.
It is anticipated that the second phase of the rough grading operations would encompass the
remainder of the residential and commercial development areas. Winterization and erosion
control provisions are proposed to protect graded areas during the phased grading period.
i. Drainaae. Runoff from slopes above the project site, as well as from the project's on-site
drainage system, is to be intercepted and transported in three separate storm drain trunk lines
(one collecting runoff from residential portions of the project which has already been
constructed; one from the offices and health club complex; and one from the hotel and trade
center complex) and directed under US 101 to the existing drainage ditch which parallels the
freeway, and on to the bay.
k. Water. Water service is to be provided by California Water Service from the San
Francisco Water District water main in Bayshore Boulevard at a point near the Sister Cities
Boulevard/Bayshore Boulevard intersection. Booster pumps will lift water to the higher
elevations of the project and to a new 1.5-million-gallon storage tank, which has been
constructed at the 400-foot elevation near Terrabay Park. California Water Service will
assume maintenance of the water tank and service mains.
I. Sewer. A new off-site parallel sewer interceptor has been constructed along a segment
of Airport Boulevard between Sister Cities Boulevard and North Canal Street to carry project
wastewater flows. On-site gravity sewer mains and interceptors have been constructed for
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Phase I, and will be constructed for Phases II and III, connecting to the city sewer system in
Airport Boulevard.
2. Phase I Development
The currently proposed completion of Terrabay Phase I will consist of continued development
to completion of the Terrabay Village and Terrabay Park neighborhoods at the western end of
the site.
a. Phase I Components Already Completed. Grading has been completed and most sewer,
water and storm drainage improvements have been installed for Phase I. Sister Cities
Boulevard has been constructed and the segment of Hillside Boulevard fronting the site has
been widened. South San Francisco Drive has been constructed to full city standards through
Terrabay Park, and as an interim paved construction vehicle roadway for the remainder of its
length. Fire station 5 has been constructed and is in operation. Playfield improvements have
been installed at Hillside Elementary School.
b. Proposed Lot Layouts and Home Desion Characteristics. The precise plans approved for
the Terrabay Village and Terrabay Park neighborhoods specify the following:
(1) Terrabay Villaae. The approved Terrabay Village precise plan consists of 168
townhouse lots developed at densities of approximately 6.5 units per acre at the westernmost
end of the project site adjacent to Hillside Elementary School. The lots would be laid out in
hillside tiers along five branching cul-de-sacs. There are to be five townhouse building types
with two, three or four units each ranging in individual floor area from 1,520 square feet to
1 ,964 square 'feet, in a mix of five floor plan types with two or three bedrooms. Downslope
units would vary from upslope units. All units would feature small private yards or decks.
(2) Terrabay Park. The approved Terrabay Park precise plan consists of 125 single-family
detached residences arranged in clusters of three and four at densities of approximately 3.5
units per acre. The lots are laid out in hillside tiers along five branching cul-de-sacs. Four
floor plans are proposed ranging in size from 2,292 to 2,677 square feet, with three or four
bedrooms.
D. PHASING AND CONSTRUCTION SCHEDULE
1. Phase I
Phase I construction began in 1989. Between 1989 and 1995, most Phase I rough grading
and infrastructure improvements were completed. The project sponsor has stated that
construction of the Phase I residential units is expected to commence in 1995 and to be
completed in 2000.
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2. SubseauentPhases
Construction of subsequent phases is anticipated to occur as follows, with project buildout by
2004:
Phase II
Phase III
Construction Completed
2002
2004
E. REQUIRED PROJECT APPROVALS
1. City of South San Francisco
a. Current Approvals. Following certification of the previous EIR by San Mateo County in
1982, the city of South San Francisco and San Mateo County jointly adopted the specific plan
for the Terrabay project. In 1983, the city amended the city zoning ordinance to add the
Terrabay Specific Plan District and annexed the 203-acre portion of the project site proposed
for development. In 1983, the city adopted an ordinance approving a development
agreement. The development agreement was legally executed by the city and applicant in
1988. The current expiration dates of the specific plan and development agreement are
February 14, 1997.
In 1989, a precise plan and vesting tentative subdivision map were approved for Phase I; a
final subdivision map was approved for Phase I in 1990.
b. Needed Additional Approvals to Complete Phase I. In order to complete Phase I of the
project before the specific plan and development agreement extension expires, and to
implement subsequent project phases, further extension of the termination dates of the
specific plan and development agreement will be required. Completion of Phase I will also
require building permits for the individual homes, the Hillside Recreation Center,and the child
care center.
c. Needed Future Approvals to Complete Subseauent Phases. Development of subsequent
project phases in the future would require approval by the South San Francisco Planning
Commission and City Council of related precise plans, and tentative and final subpivision
maps for each phase of development. Additional, more detailed CEQA environmental review,
"tierring" upon the program-level assessment in this SEIR, would be undertaken at that time.
Design review approval for proposed residential and commercial site and architectural designs
may also be required, and grading and building permits will also be required.
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2. City of Brisbane
City of Brisbane approval would be required for implementation of any mitigations for traffic
impacts involving Bayshore Boulevard, which is within the Brisbane city limits.
3. San Mateo County
Because the project site was located within unincorporated San Mateo County prior to city
annexation in 1983, the county acting as "Lead Agency" certified the 1982 EIR and jointly
adopted the Terrabay specific plan with the city. The county also issued the grading permits
and encroachment permits for Phase I grading operations and geotechnical repairs in 1988.
Grading and encroachment permits would be required from San Mateo County for any grading
activities for subsequent phases which may occur within county jurisdiction. As the HCP
operator, the county will also make compliance determinations for each subsequent phase
precise plan.
4. South San Francisco Unified School District
In 1988, the South San Francisco Unified School District approved play field improvements at
the Hillside Elementary School site. No additional school district approvals would be required
for implementation of Phase I or subsequent phases.
5. Joint Powers Authority
In 1988, the city and county also adopted an agreement establishing a joint powers authority
(JPA) to oversee construction and maintenance of catchment basins on the project site and
access roads (see section IV.E of this SEIR, Drainage and Water Quality). The JPA has
approved the design of the catchment basins for Phase I and has overseen their construction,
but has yet to accept them and assume ongoing maintenance. The JPA (or the county, if the
JPA is disbanded and its responsibilities turned over to the county) must also approve design
and construction, and accept responsibility for, catchment basins proposed as part of
subsequent project phases.
6. Local Aaency Formation Commission
The San Mateo County Local Agency Formation Commission (LAFCo) approved city
annexation of the project site in 1983. No additional LAFCo approvals would be required for
implementation of Phase I or subsequent phases.
7. Reaional Water Quality Control Board
The U.S. Environmental Protection Agency's National Pollution Discharge Elimination System
(NPDES) has been established to control the discharge of pollutants into water bodies. The
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project would be required to obtain a NPDES stormwater discharge permit from the Regional
Water Quality Control Board, through the city. These permits are required for the grading of
five acres or more of land. Please see section IV.E of this SEIR (Drainage and Water Quality)
for more information regarding project-related NPDES compliance requirements.
8. California Department of Transportation
In 1988, Caltrans approved storm drain improvements within the Caltrans US 101 right-of-way
needed to accommodate project stormwater flows. Additional Caltrans approvals would be
required for implementation of any Phase I or subsequent phases mitigations (roadway or
drainage) involving Caltrans facilities. See sections IV.C (Transportation) and IV.E (Drainage
and Water Quality) of this SEIR for more information regarding these approval needs.
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IV. SETTING, IMPACTS, AND MITIGATIONS
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A. LAND USE
This section of the SEIR addresses the various land use compatibility issues raised by the
proposed project. Existing on-site and surrounding land use and open space patterns are first
described and updated, followed by a summary of the land use impact and mitigation findings
of the 1982 EIR. To the extent necessary, the section then reevaluates (1) on-site land use
impacts; and (2) project compatibility with the adjacent single family residential neighborhoods
to the south, major arterials and the freeway, and with nearby commercial and school uses.
1. SETTING
8. Onslle Land Uses
(1) Existina Uses and Easements. Existing on-site and surrounding land use characteristics
are presented in Figure 5. The 332-acre project site consists of gently rolling to steeply
sloping grassy terrain. Most of the site remains undeveloped, although substantial site
modifications, including substantial grading have been completed since 1982 in preparation for
Phase I.
Three billboards and two San Francisco Water department easements containing Crystal
Springs Water Mains No. 1 and No. 2 are located on the site along Bayshore Boulevard. A
Pacific Gas and Electric Company (PG&E) easement traverses the site in a southeast to
northeast direction near the South San Francisco Drive/Sister Cities Boulevard intersection
(see Figure 2). The easement contains three electrical transmission Iines--the Standard 60kV,
the Sierra 115kV and the San Francisco 115kV Iines--which serve San Francisco and deliver
power from the city and county of San Francisco's Hetch Hetchy system. The easement also
contains a natural gas transmission line (Line 101).
(2) Phase I Gradino and Habitat Restoration. Between 1989 and 1995, approximately 80
acres of the site were graded and site improvements constructed to prepare the site for Phase
I development. Modifications completed since 1982 consist of all grading needed for Terrabay
Village and Terrabay Park, including all building pads and roadways, except for finish grading
of individual home sites. Limited grading has also occurred in the Phase II areas of the
project site, including a "borrow" operation and, in conjunction with construction of Sister Cities
Boulevard and South San Francisco Drive, grading of the promontory knoll near the Sister
Cities BoulevardlBayshore Boulevard intersection.
Substantial slope stabilization and geotechnical repair work has also been completed (see
section IV.E, Soils and Geology, for a more complete description of Phase I geotechnical
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repairs). Of the 80 acres of the site that have been graded, approximately 30 acres have also
undergone habitat restoration activities in accordance with the Terrabay Phase I reclamation
plan approved in 1988 (see section IV.G, Vegetation and Wildlife, for a more complete
description of those habitat restoration activities).
(3) Boundary Adiustment. During grading for Phase I, a minor boundary adjustment was
made in the area of the site to be dedicated to San Mateo County as permanent open space.
The area of the project site proposed to be permanently disturbed was increased by 0.38-acre
to accommodate needed geotechnical repairs encountered during Phase I grading.
(4) Phase I Roadway Improvements. Site roadway improvements constructed since 1982
include construction of Sister Cities Boulevard between its intersections with Hillside
Boulevard and Bayshore Boulevard, and widening of Hillside Boulevard and creation of a local
traffic frontage road betw,een Sister Cities Boulevard and Lincoln Street (the segment fronting
the project site). South San Francisco Drive has been constructed to full city standards within
the Phase I portion of the project, and as a paved construction vehicle roadway for the
remainder of its length.
(5) Other Infrastructure Improvements. Drainage improvements installed since 1982 include
four large catchment basins needed to intercept drainage from the slopes of San Bruno
Mountain above the project, the on-site drainage system serving Phase I, and the trunk line
which will intercept drainage from Phases I and II and from the catchment basins. Onsite
water improvements completed to date include the connection to the San Francisco Water
Department pipeline, construction of the main water transmission line and water distribution
lines for Phase I, and construction of the 1.5-million-gallon water storage tank above Terrabay
Park. Sewer improvements installed since 1982 include all wastewater collection and
interceptor lines needed to serve Phase I.
Fire station 5 has also been constructed on South San Francisco Drive near the project
entrance at Jefferson Street, and is now operational.
b. Surroundina Land Uses
The relationship of the project site to surrounding land uses is illustrated on Figure 5, and
described below.
(1) North. San Bruno Mountain State and County Park, a 2,064-acre regional park, is
located immediately north of the project site. Although under both state and county
ownership, the park is operated by San Mateo County as one facility. The county owns 1,766
acres, including the southeast ridge above the project. Improvement plans for the southeast
ridge area are limited to trails. The park, like the site and all of San Bruno Mountain, is also
part of the San Bruno Mountain Habitat Conservation Plan (HCP) area. The city of Brisbane
is located on the north side of the southeast ridge.
WP51\548\DSE/RI/V-A.548
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January 4, 1996
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(2) East. The eastern portion of the project site is fronted by Bayshore Boulevard.
Immediately east of Bayshore Boulevard is US 101, a drainage channel paralleling the
freeway on its east side, a public storage center located on a long, narrow parcel between US
101 and the Southern Pacific Transportation Company (SPTCo) railroad tracks, and the
railroad tracks themselves.
The portion of the city of South San Francisco east of US 101 is generally industrial in nature,
with some hotel and retail uses along the US 101 corridor. There are currently no residential
uses in this area. Northeast of the project site is the KolI Center Sierra Point business center,
located in the city of Brisbane, which includes three high-rise office buildings and a marina.
East of US 101 and the SPTCo railroad tracks is the vacant KolI site, which is within the city
of South San Francisco, but is accessible only from Sierra Point to the north. South of the
KolI site is the 55-acre vacant Shearwater site, located along the San Francisco Bay shoreline
north of Oyster Point Boulevard. Further east is Oyster Point, comprised of the Oyster Point
Marina and the Oyster Point Business Park, both of which include a mix of commercial and
recreational uses.
At the southeast corner of the project site is the newly reconstructed Oyster Point interchange.
Further to the southeast is a zone of retail, office and light industrial freeway frontage uses,
which includes the Caltrain (commuter rail) station. The Gateway area, located east of the
SPTCo railroad tracks and south of Oyster Point Boulevard, is a major office, commercial and
research park.
(3) South. Land uses south of the site consist of single family homes in the "Peck's Lots"
and Paradise Val!ley neighborhoods. The PG&E transmission lines and associated easement
which traverse the site extend south over a small hill located in the Peck's Lots neighborhood
near North Spruce Avenue. South of the Paradise Valley neighborhood is Sign Hill, an open,
grassy hilltop whose south-facing side is dominated by the distinctive and familiar "South San
Francisco The Industrial City" sign. Further south is the downtown area, which includes the
main shopping street on Grand Avenue, some service commercial and retail uses on side
streets, and civic facilities including the historic city hall and library. Some multi-family
residences are located to the southwest of the site, in the vicinity of Stonegate Drive.
(4) West. Hillside Elementary School is located immediately west of the site. Playfield
improvements, including an illuminated softball field, soccer field, bleachers and a restroom,
were constructed at the school in 1988 as part of the project offsite improvement
commitments. Further west, over a ridge beyond the school, is Juncus Ravine, which was
dedicated to San Mateo County for inclusion in San Bruno Mountain State and County Park.
c. Anticipated Cumulative Development Activltv in the Site Vicinity
Current approved and anticipated development in the project vicinity as of September 1995
includes two projects totaling 110 single family detached homes near the Chestnut Avenue/
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Sunset Avenue intersection, and a 30-unit motel proposed for development at the Airport
Boulevard/Armour Avenue intersection.
The 55-acre Shearwater site, located along the San Francisco Bay shoreline immediately east
of US 101 and north of Oyster Point Boulevard, is designated for development of Planned
Industrial and Planned Commercial uses in the East of 101 Area Plan.
A specific plan developed for the Gateway area provided for ultimate buildout of 2.5 million
square feet of office space, 1,300 hotel rooms, 500,000 square feet of research and
development space, and 60,000 square feet of retail. Current development activity within the
Gateway planning area is limited to the 125,000-square-foot Britannia Biotech Center,
scheduled to begin construction in 1996. Continued near-term buildout in accordance with the
specific plan is considered unlikely in today's market.
2. IMPACT AND MITIGATION FINDINGS-1982 EIR
Project land use and open space impacts and mitigation measures identified in the 1982 EIR
are summarized in Table 2.
3. CHANGES IN IMPACT FINDINGS
The discussion below reevaluates the land use impacts of the proposed project, including on-
site land use impacts due to the loss of open space; project contribution to cumulative
changes in the area-wide open space pattern; compatibility of the project with adjacent land
uses including the Peck's Lots and Paradise Valley residential neighborhoods to the south,
and the adjacent freeway and arterials; and internal land use compatibility among the various
residential, commercial and recreational components of the project.
Consistency of the project with adopted land use policies is described in section V of this
SEIR, Project Consistency with Adopted Plans and Policies.
a. Slanlficance Criteria
Based on Appendix G of the CEQA Guidelines, the project would be considered to have a
significant land use impact if it would:
a. Conflict with the adopted environmental plans and goals of the community where it is
located;
b. Disrupt or divide the physical arrangement of an established community; or
c. Conflict with established recreational, educational, religious, or scientific uses of the area.
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Table 3
1982 EIR LAND USE AND OPEN SPACE IMPACT AND MITIGATION FINDINGS
Impact
The project would convert approximately 179
acres (54 percent) of the 332-acre site from
open space to residential and commercial uses,
contributing to a local and regional loss of open
space and recreation lands, and eliminating
exiting informal use of these areas by local
residents.
Approximately 153 acres would be dedicated to
San Mateo County and incorporated into San
Bruno Mountain State and County Park,
thereby increasing the amount of local and
regional open space preserved as public lands.
Proposed commercial uses would be
compatible with existing and proposed land
uses along the US 101 corridor.
Mitioation
No mitigation is required.
No mitigation is required.
No mitigation is required.
SOURCE: EIP Corporation, 1982. Draft Environmental Impact Report for the Terrabav Development
Proiect. San Mateo County, California.
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b. Open Space Impacts
(1) Onsite Loss of Open Space. The proposed project would convert approximately 200
acres, or approximately 60 percent of the 332-acre site from open space to residential,
commercial and recreational use. This 200-acre total would include approximately 40 acres of
single family detached homes, 86 acres of town homes, terraced units and condominiums, 44
acres of commercial uses, 20 acres of land for public roadway rights-of-way, and 10 acres of
common community facilities areas. The remaining 132 acres would be dedicated to San
Mateo County as permanent open space for inclusion in San Bruno Mountain State and
County Park. As determined in the previous (1982) EIR, this project-related conversion of
existing open space to urban use would represent a less than significant impact.
(2) Cumulative Loss of Open Space. The 1982 EIR stated that the project would contribute
to cumulative reductions in the amount of remaining local and regional open space and
recreational lands, eliminating informal use of these areas. As anticipated in the 1982 EIR,
approvals of various development projects since 1982 have substantially reduced the amount
of remaining open space on San Bruno Mountain (as identified in the subsequent 1982 San
Bruno Mountain Habitat Conservation Plan, or HCP). Development projects contemplated in
the 1982 HCP and included in the associated Section 10(a) permit would result in a total
permanent conversion of 336 acres of open space on San Bruno Mountain (of which 221
acres has already been converted). These cumulative impacts on open space would be
mitigated by the provisions of the HCP, including project dedication of Juncus Ravine and 132
acres of the higher-elevation, more steeply sloping portions of the site to San Mateo County
as permanent open space for inclusion in the San Bruno Mountain State and County Park.
c. Land Use Compatibllitv Impacts
(1) Permanent Land Use Compatibility Impacts. The project and surrounding land uses are
generally compatible. However, the following location-specific potential incompatibilities have
been identified.
(a) Compatibility with Adjacent Residential Neighborhoods. Adjacent single family residential
uses, while lower in density than the proposed Phases I and II town homes, would be
separated from these project residences by a minimum distance of approximately 200 feet, by
a minimum 30 foot difference in elevation, and by Hillside Boulevard and Sister Cities
Boulevard.
Hillside Recreation Center would be located approximately 180 feet across Hillside Boulevard
from the nearest residences in the adjacent Paradise Valley neighborhood to the south. The
proposed recreation center illuminated tennis courts, basketball courts and play areas would
be located closest to these adjacent residences. Given the degree of separation and the
existing ambient noise setting, noise from recreational activities at the center and nighttime
lighting would be expected to have a less than significant land use compatibility impact on
these adjacent residences.
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Fire Station 5, which has already been constructed on South San Francisco Drive near the
project entrance at Jefferson Street, would be located approximately 300 feet from the nearest
residences south of the project across Hillside Boulevard. Noise impacts from fire engine
response to emergencies and related mitigation needs are described in section IV.H of this
SEIR (Noise).
(b) Compatibility With Adjacent Open Space Areas. The project has been designed to be
generally compatible with adjacent open space areas, recreational uses and rare and
endangered species habitat in San Bruno Mountain State and County Park. The project,
together with other development on San Bruno Mountain, has been developed in accordance
with the provisions of the HCP, is therefore expected to ultimately enhance the overall long-
term survival of identified rare and endangered species on San Bruno Mountain. Project
development areas would be fenced off from adjacent open space lands. Habitat restoration
of temporary disturbance areas and landscape treatment and irrigation of "transition slopes"
would reduce potential incompatibility by improving habitat quality and providing a substantial
buffer.
(c) Compatibility With Adjacent Freeway and Arterials. Project residences and the proposed
commercial components may be subject to noise intrusion from the adjacent Hillside
Boulevard, Sister Cities Boulevard, Bayshore Boulevard and US 101. Related noise impacts
and mitigation needs are discussed in Section IV.H of this SEIR (Noise).
(d) Compatibility With Hillside Elementary School Play Fields. Playfields were constructed at
Hillside Elementary School immediately adjacent to the site's western end as part of off-site
project improvements. These playfields have night-time lighting and permit night games.
Games must end by 10:30 P.M. (and usually end earlier) and the lights remain on until the
fields are clear. Many units in Terrabay Village border and would be located as close as 120
feet from the edge of the playfields. Related noise impacts and mitigation needs are
addressed in section IV.H of this SEIR (Noise). Nighttime lighting at these playfields could be
expected to cause a significant land use compatibility impact on adjacent project residents in
the Terrabay Village neighborhood. (Supplemental Impact LU-1)
(2) Temporary Proiect Construction Period Land Use Compatibility Impacts. Temporary
adverse land use conflicts with adjacent residential properties in the Peck's Lots and Paradise
Valley neighborhoods would be anticipated with the proposed project construction activities.
While most heavy earthwork and construction of Sister Cities Boulevard and Hillside
Boulevard have been completed, adjacent residences would still be expected to be exposed
to significant construction-related noise and dust impacts. These construction-related land use
compatibility impacts would be temporary, but significant. These impacts, and related
mitigation needs, are discussed in sections IV.H (Noise) and IV.I (Air Quality) of this SEIR.
(3) Internal Proiect Land Use Compatibility Impacts. Potential land use compatibility impacts
exist among project residential, fire station, and electrical transmission line elements.
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(a) Compatibility Between Project Residential Units and Fire Station 5. Fire Station 5 would
be located approximately 125 feet from the nearest residences in Terrabay Park. Fire engine
response to emergencies would have a significant compatibility impact on surrounding project
residences associated with noise. These impacts and associated mitigation needs are
addressed in section IV.H of this SEIR (Noise).
(b) Compatibility Between Project Residential Units and Existing Electrical Transmission
Lines. Proposed units in the western grouping of Terrabay Commons (west) would be located
near the PG&E transmission line easement. The location of urban development near high
voltage electrical transmission lines raises concems regarding possible health and safety risks
for humans related to electric and magnetic fields (EMF) from the lines.
The question of possible health effects due to EMF exposure has generated a considerable
amount of research. The results of the studies have varied. Early studies found no
conclusive evidence of harmful effects from power line electric fields. More recent studies
have suggested a possible association between residential exposure to EMF and adverse
health effects. Other recent studies have found no correlation between magnetic fields and
adverse health effects.
PG&E easement provisions prohibit the location of any structures or other permanent
obstructions within these easements that would inhibit maintenance access to a transmission
line or tower. Beyond these easement requirements, PG&E has not adopted any additional
guidelines or criteria with respect to residential or other setbacks from transmission lines.
Normal landscaping, parking areas and fencing are generally allowable.
There are currently no known federal, State of California, Public Utility Commission, San
Mateo County, or city of South San Francisco regulations regarding setbacks from electric
power lines to limit EMF exposure. The Schools Planning Division of the California
Department of Education has formulated a policy that establishes minimum setbacks between
transmission line rights-of-way and new schools. Although the division acknowledges that
there is no hard evidence proving that exposure to power lines causes adverse health effects,
they have taken a conservative stance and recommend a 100-foot-wide setback from the
edge of the easement of a 100-110kV line.
If California Department of Education setback recommendations for new schools were also
applied as significance criteria for residential uses, EMF exposure for residential uses within
100 feet of the edge of the transmission line easements would represent a potentially
significant health and safety impact. (Supplemental Impact LU-2)
4. CHANGES IN MITIGATION FINDINGS
Section 21085 of the California Environmental Quality Act states that a public agency shall not
reduce the proposed number of housing units as a mitigation measure or project altemative
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"...if it determines that there is another specific mitigation measure or project alternative that
would provide a comparable level of mitigation. N Mitigation measures recommended in this
SEIR are guided by this provision.
a. Land Use Compatibility Impacts
(1) Compatibility With Hillside Elementary School Play Fields. (Supplemental Impact LU-1)
In order to reduce potential land use compatibility impacts of the Hillside Elementary School
playfield nighttime lighting on the nearby proposed project residences in Terrabay Village to a
less than significant level, use of the play fields should be prohibited after 10:30 P.M. In
addition, playfield lighting should be adjusted as necessary to limit impacts, applying the
Illuminating Engineering Society of North America standards for safe sports and recreational
lighting for Class IV (social and recreational). If possible, a qualified lighting engineer should
specify any modification necessary to ensure that the playfield lighting is no brighter than that
required for safety and to orient the lighting away from the housing. Also require disclosure of
recreation center operations to prospective project residents.
(2) Compatibility Between Proiect Residential Units and Existino Electrical Transmission
Lines. (Supplemental Impact LU-2) The significance of the health risks associated with
different levels of EMF exposure has not been officially established. However, it is prudent to
reduce residential exposure to EMF when possible. As part of the future review process for
project Phase II, request from the applicant an independent study of this PG&E transmission
line and its potential project Phase II impacts and mitigation needs. Also require that the
project-specific environmental documentation for project Phase II include adequate
examination of this transmission line, its potential EMF impacts on Phase II residential units
and warranted mitigation needs. Measures that should be considered in this project-specific
mitigation program to limit EMF exposure include:
Setbacks. Modify the project design for the western grouping of Terrabay Commons in Phase
II so that proposed residential structures and outdoor living areas are adequately separated
from the edge of the transmission line easement (see Figure 5). (This measure would require
only minor modifications in the development plan.)
Disclosure. Require that all prospective residents of project homes within a prescribed
distance from the transmission line easement edge be notified in writing by applicant of the
potential EMF health risks associated with power transmission lines. This could be achieved
by requiring that such disclosures be included in the sales and rental materials to be signed
by future project residents.
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IV.B. Population and Housing
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B. POPULATION AND HOUSING
This SEIR section describes project population and housing impacts. The section includes a
description of the current population and housing inventory in the city, a summary of the
population and housing impact findings of the 1982 EIR, and an updated supplemental
description of project impacts on current population and housing conditions and needs in the
city and region.
1. SETTING
8. Population
(1) Reoional and Local Population Trends. Current and projected population estimates for
the San Francisco Bay Region, San Mateo County, and South San Francisco are described
below in order to provide the proper updated context for considering the population impacts of
the Terrabay project. The descriptions are based primarily on the most recent demographic
data published by the Association of Bay Area Governments (ABAG's Proiections '94), which
are summarized in Table 4.
Bay Area. As indicated in Table 4, ABAG estimates that there were approximately 6.0 million
people living in the Bay Area in 1990, and the current 1995 population of the Bay Area is
approximately 6.50 million. ABAG projects that the region's population will reach 6.88 million
by 2000, an increase of approximately 5.7 percent over five years. By 2010, ABAG projects
that the region's population will reach 7.53 million, an increase of approximately 9.6 percent
over ten years.
San Mateo County. As indicated in Table 4, ABAG estimates that there were approximately
649,623 people living in San Mateo County in 1990 and approximately 689,600 people living
in the county in 1995. ABAG projects that the county's population will grow to 713,000 by
2000, an increase of approximately 3.4 percent over five years. Between 2000 and 2010,
ABAG projects that the county's population will reach 749,400, an increase of approximately
5.1 percent over ten years.
South San Francisco. In 1990, there were approximately 54,380 people living in South San
Francisco. ABAG estimates that there were approximately 57,800 people living in South San
Francisco in 1995, and anticipates that by the year 2000 the city's population will rise by
approximately 2.8 percent to 59,400. Between 2000 and 2010, ABAG projects that South San
Francisco will grow to 62,500, a 5.2 percent increase'over the ten years.
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Table 4
ABAG POPULATION AND HOUSEHOLD ESTIMATES AND PROJECTIONS--REGIONAL
AND LOCAL, 1990-2010
Percent Percent
Population Increase Households Increase
Bay Area 1
1990 6,021,097 2,246,242
1995 6,504,600 8.0 2,361,010 5.1
2000 6,875,400 5.7 2,512,270 6.4
2005 7,249,500 5.4 2,662,170 6.0
2010 7,533,200 3.9 2,792,030 4.9
San Mateo County
1990 649,623 241,914
1995 689,600 6.2 249,570 3.2
2000 713,000 3.4 259,530 4.0
2005 734,100 3.0 268,320 3.4
2010 749,400 2.1 275,340 2.6
South San Francisco
1990 54,380 18,568
1995 57,800 6.3 19,110 2.9
2000 59,400 2.8 19,700 3.1
2005 61,000 1.0 20,330 3.2
2010 62,500 2.5 20,940 3.0
SOURCE: ABAG Proiections 94, December 1993, pages 91, 242, and 245; Wagstaff and Associates,
1995.
1 The Bay Area includes the nine-county San Francisco Bay Region.
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(2) Existina Onsite Population. There are currently no people living on the project site.
b. Housina
(1) Existina Reaional and Local Housina Characteristics. Table 4 and the following
discussion refer to "households," rather than "dwelling units," since the ABAG's Proiections '94
pertains to households, not dwelling units. The t~rms "households" and "dwelling units," as
defined by ABAG, are similar but not equivalent; a "household" is defined as an occupied
dwelling unit.
The current household projections for the Bay Area, San Mateo County, and South San
Francisco are summarized in Table 4 and described below.
Bay Area. There were approximately 2.2 million households in the Bay Area in 1990. ABAG
estimates that there were approximately 2.4 million households in the Bay Area in 1995, and
projects that there will be approximately 2.5 million households by 2000, an increase of
approximately six percent between 1995 and 2000. By 2010, ABAG anticipates that there will
be approximately 2.8 million households in the Bay Area, an increase of approximately 11
percent between 2000 and 2010.
San Mateo County. ABAG estimates that there were approximately 241,914 households in
San Mateo County in 1990, and approximately 249,570 households in San Mateo County in
1995. ABAG projects that there will be 259,530 households countywide by 2000, an increase
of approximately 4.0 percent over the five-year period. By 2010, ABAG anticipates that the
county will have 275,340 households, a ten-year increase of approximately 6.1 percent.
South San Francisco. ABAG estimates that there were approximately 18,568 households in
South San Francisco in 1990, and approximately 19,110 households in the city by 1995.
ABAG projects that by 2000 the total will increase by approximately 3.1 percent to 19,700,
and by 2010 South San Francisco will include 20,940 households, a 6.3 percent increase
between 2000 and 2010.
(2) Existina Onsite Housina. There are no existing homes onsite.
(3) Local Housina Needs. Under Sections 65581 and 65584 of the California Government
Code, cities and counties are required to make a sustained, serious effort to provide for their
appropriate share of regional housing needs, as determined by local councils of governments.
In pursuit of this mandate, ABAG, which is the council of governments for the nine-county San
Francisco Bay region, periodically makes housing needs determinations for each city and
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county in the region. The determinations are based on anticipated employment opportunities,
commuting patterns, and local site availability for residential development.'
State law also requires that the needs determination for each city and county be expressed in
terms of four specified income levels, so that each jurisdiction can make plans to provide for
its "fair share" of regional housing needs by income group. To make these determinations,
ABAG uses the conventional U.S. Department of Housing and Urban Development (HUD)
defined income categories of very low for those households earning up to 50 percent of the
median income for the region, low for those earning more than 50 percent to 80 percent of
the median income, moderate for those earning more than 80 percent to 120 percent of the
median income, and above moderate for those earning more than 120 percent of the median
regional income.
According to ABAG's Proiections 94, the median regional income for the Bay Area in 1990
was $56,000, and the median regional income for 1995 is projected to be $54,500. The 1995
median income for a four-person household in San Mateo County (i.e., the San Francisco
Primary Metropolitan Statistical Area) reported by HUD was $58,800.2 Assuming a 1995
median regional annual household income of approximately $58,800, very low-income
households would be those earning up to $29,400 in 1995, low-income households would
include those earning from $29,400 to $47,040, moderate-income households would include
those earning from $47,040 to $70,560, and above moderate-income households would
include those earning over $70,560.
The housing needs estimates for South San Francisco contained in ABAG's most recent
housing needs determination document published in January 19893 state that the city needed
to provide a total of 2,814 housing units between 1988 and 1995 in order to accommodate its
share of projected regional growth. Of these 2,814 units, ABAG estimated that 535 (19
percent) needed to be affordable to very low-income households, 450 (16 percent) to low-
income households, 619 (22 percent) to moderate-income households, and 1,210 (19 percent)
to above moderate-income households in order for the city to meet its fair share of regional
housing needs over that period.4
ABAG housing needs estimates beyond the year 1995 are not available as of this writing.
'Association of Bay Area Governments, San Francisco Bav Area Housina Needs Determinations,
Jaooary, 1989, page 20.
2U.S. Department of Housing and Urban Development, "Fiscal Year 1995 Income Limits,"
January 18, 1995.
3ABAG does not anticipate publishing a new housing needs determination document until 1997.
4Association of Bay Area Governments. San Francisco Bav Area Housina Needs Determinations,
January 1989, page 49.
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c. Jobs/Housina Ratio
Since 1982, regional planning goals have increasingly emphasized the need to improve the
balance between housing and jobs in various subregions as a means of reducing intraregional
commuting and associated traffic congestion and air quality impacts. The term "jobs/housing
ratio" is commonly used to describe the relationship between the number of local jobs
available and the number of local employed residents. While the "jobs/housing ratio" is the
term most often used, the "jobs/employed resident ratio" is the more precise measure of the
local relationship of housing to jobs, since households, on average, contain more than one
employed resident. To the degree that a balance is achieved between local jobs and
employed residents, there is greater opportunity for local residents to work close to where they
live. A "balanced" local "jobslhousing ratio" therefore tends to reduce a community's
contribution to regional traffic congestion, noise, and air quality impacts.
Where a city's local jobs-to-employed residents ratio is substantially higher than the regional
ratio, a higher tendency toward in-commuting is indicated; where the local ratio is substantially
lower than the regional ratio, a higher tendency towards out-commuting is indicated. At a
central location within the regional circulation system (like South San Francisco), the goal
should be to seek a balanced ratio between employed residents and jobs to minimize in- and
out-commuting in the peak traffic hours.
Table 5 illustrates the jobs-employed resident ratio trend in South San Francisco as compared
to the county and region as a whole. The table indicates that South San Francisco has
continued to have more local jobs than local employed residents. In 1980, there were
approximately 138 jobs per 100 employed residents, a 1.38 ratio. In 1990, the ratio had
increased to 1.53 jobs per employed resident as compared to 0.99 for the Bay Region. In
1995, the ratio had further increased to 1.58, as compared to 0.99 for the Bay Region. The
comparatively higher city ratios indicate a higher existing tendency towards in-commuting in
South San Francisco. Similarly, the ABAG projected city and county jobs/employed resident
ratios for the years 2000, 2005, and 2010 indicate a similar comparatively higher city ratio of
jobs to housing and an associated continuing tendency toward high in-commuting. In 1990,
the ratio increased to 153 job.s per 100 employed residents. ABAG estimates indicate that the
1995 ratio in South San Francisco is similar to that for 1990, with approximately 157 jobs per
100 employed residents. After 1995, the ratio is expected to increase until 2000 (with a ratio
of 1.64) after which a decrease is projected. ABAG projects that in 2010 there will be 156
jobs per every 100 employed residents.
2. IMPACT AND MITIGATION FINDINGS-1982 EIR
Project population and housing impacts and mitigations identified in the 1982 EIR are
presented in Table 6. The 1982 conclusion was that the project would have a beneficial effect
in meeting ABAG-identified local housing needs and city-adopted general plan housing
development goals for the 1980 through 1985 period. No mitigation was required. The 1982
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Table 5
ABAG-ESTIMATED JOBS/EMPLOYED RESIDENT RATIOS--CITY, COUNTY, AND REGION,
1980-2010
1980 1990 1995 ~ 2005 2010
South San Francisco:
Total jobs 36,129 43,200 43,900 47,470 48,240 49,370
Total households 17,585 18,968 19,110 19,700 20,330 20,940
Total employed residents 26,168 28,154 28,200 28,900 30,100 31,600
Ratio of jobs/em pI. res. 1.38 1.53 1.57 1.64 1.60 1.56
San Mateo County:
Total jobs 259,795 319.120 330,190 367,180 384,720 393,540
Total households 225,201 241,914 249,570 259,530 268,320 275,340
Total employed residents 314,242 353,626 356,200 372,400 387,200 401,700
Ratio of jobs/emp!. res. 0.83 0.90 0.93 0.99 0.99 0.98
Bay Region:
T otaf jobs 2,537, n6 3,110,430 3,037,950 3,358,990 3,715,020 3,971,380
Total households 1,970,551 2,246,242 2,361,010 2,512,270 2,662,170 2,792,030
Total employed residents 2,552,894 3,151.943 3,111,300 3,429,500 3.684,500 3,889,100
Ratio of jobs/empl. res. 0.99 0.99 0.98 0.98 1.01 1.02
SOURCE: ABAG Proiections 94. December 1993; Wagstaff and Associates, 1995.
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EIR did not directly address project impacts on the local ratio of jobs to housing. In fact,
however, project construction did not proceed as anticipated, and the anticipated project
effects in meeting local housing needs and goals did not occur.
3. IMPACT FINDINGS
8. Population Impacts
By 2002, when it is now expected that all 721 of the units would be constructed and occupied,
it is currently estimated that there would be up to 2,156 people living onsite. This projected
population total is slightly higher than the 1982 EIR figure based on an updated, higher
population per household figure'
The applicant anticipates that buildout of the project would occur at a rate of approximately
120 units per year. Conservatively, assuming the construction and occupancy of project
Phases I and II at an average of 120 units per year, and assuming that Phase I construction
were to begin by 1996 and Phase II construction by 1999, up to 359 people2 would be
expected to be added to the site annually until 2002.
The relationship between these anticipated project population projections and the cumulative
projections for the Bay Area, San Mateo County, and South San Francisco, are described
below.
Bay Area. By the year 2005, the estimated project buildout population of 2,156 residents
would represent approximately 0.03 percent of the 7,249,500 regional population total
projected by ABAG for the year 2000, and approximately 0.29 percent of the projected 1995
through 2005 regional population growth increment.
San Mateo County. By the year 2005, the estimated project population of 2,156 residents
would represent approximately 0.29 percent of the ABAG-projected 734,100 countywide
population total, and approximately 4.8 percent of the projected 1995-2005 countywide
population growth increment.
South San Francisco. By the year 2005, the project population of approximately 2,156
residents would represent approximately 3.5 percent of the 61,000 South San Francisco
'The population estimate is based on the average persons per household figure of 2.99 persons
per household identified in ABAG's Proiections 94 (page 244) for South San Francisco in the year
2000, and on consideration of the range of housing types proposed for the project.
2Buildout rate = 120 units per year; average population per household = 2.99 (see footnote above),
120 x 2.99 = 358.9 = 359.
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Table 6
POPULATION AND HOUSING IMPACT AND MITIGATION FINDINGS -- 1982 EIR
Impact Summary
MitiQation Summary
The project would result in construction of 745
residential units. The residential units would
accommodate an estimated total population of
1,863. These homes would represent
approximately 41 percent of the Association of
Bay Area Governments (ABAG) projected
South San Francisco housing need for the
period 1980 to 1985, and a substantial portion
of the housing development goals of the city
general plan housing element.
No mitigation is required.
SOURCE: EIP Corporation, 1982. Draft Environmental Impact RepOrt for the Terrabay Development
Proiect. San Mateo County, California.
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population projected by ABAG, and approximately 67 percent of the projected 1995-2005
citywide population growth increment.
These relative project population increases would not in themselves constitute a significant
adverse environmental impact. However, the addition of approximately 2,156 new residents
would in turn cause significant traffic, public services, air quality, and other environmental
impacts that are described in corresponding subsequent sections of this SEIR.
b. Housina Impacts
(1) Proiect Buildout and Absorption Rate. The applicant anticipates that buildout of the 721-
unit project would occur at a rate of approximately 120 units per year. Assuming construction
were to begin by 1996 and continue at this annual rate, the residential components of the
project would be built out by the year 2002 and all homes sold by the year 2005. Buildout of
project Phase III, and associated employment impacts, would be expected to occur by the
year 2005.
(2) Proiect Housino Types and Affordabilitv. The project would include the following range of
housing types: 168 townhouses on 2,445-square-foot average lots and 125 single-family
homes on 5,700-square-foot average lots in Phase I, and 428 townhouses in Phase II. As of
August 1995, the applicant estimated that sales prices for the town homes would be in the high
$200,000 range and sales prices for the single family detached homes would be in the mid-
$400,000 range. Assuming townhouse sales prices of $280,000 and single family detached
home sales prices of $450,000, annual household incomes required to purchase these homes
on conventional terms would be about $93,000 for the townhouses and $150,000 for the
single family homes.
(3) Proiect Impacts on Local and Reoional Housino Needs. Project housing units would be
affordable to "above-moderate-income" households.1 ABAG's current (January 1989)
Housino Needs Determinations document does not project housing needs beyond 1995.
Terrabay housing units would not be expected to begin being occupied until 1996. According
to ABAG, it is not anticipated that the next housing needs determinations will be published
until 1997.2 Therefore, the number of units that the project should provide to meet the city's
fair share of regional housing needs for the period beyond 1995 is undetermined. It is
generally anticipated, however, that the project impact on city achievement of its fair share of
regional housing needs would be beneficial.
11n 1995 dollars, above-moderate-income households are defined as those with annual incomes
over $70,560.
2Janet McBride. Senior Planner, ABAG, personal communication.
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(4) Proiect Impacts on the City's Jobs/Housina Ratio. Based on an average of 1.48
employed residents per household projected by ABAG for the year 2005,1 the 721 additional
housing units provided by Phases I and II could be expected to generate approximately 1 ,067
employed residents. The addition of 1,067 project-generated employed residents to the South
San Francisco total would result in a slightly lower (more "balanced") jobs-to-employed-
residents ratio in the interim years, following construction and occupancy of Phases I and II,
but before Phase III employment-generating commercial development is completed.
While the ultimate type and intensity of Phase III commercial development is uncertain, the
Phase III development program identified in the specific plan could in turn be expected to
generate approximately 1 ,300 to 2,400 new direct on-site jobs.2 The added jobs on-site could
also be expected to have an economic "multiplier" effect, generating additional secondary
employment increases in the surrounding region. The project would, therefore, be expected to
generate a greater number of new jobs than new employed residents. The net effect of the
project would be to sustain the city's comparatively high existing and projected jobs-to-
employed-residents ratio.3 The environmental impacts associated with this effect, including
impacts on traffic, noise, and air quality, are described in corresponding subsequent sections
of the SEIR (see sections IV.C, Transportation; IV.H, Noise; and IV.I, Air Quality).
4. SUPPLEMENTAL MITIGATION NEEDS
a. PODulatlon
No significant additional adverse environmental impacts have been identified. Therefore, no
additional mitigation measures are required.
b. Housina
No significant additional adverse environmental impacts have been identified. Therefore, no
additional mitigation measures are required.
130,100 employed residents/20,330 households in 2005 = 1.48 employed residents per household.
2Based on employment generation factors for commercial uses presented in Recht Hausrath &
Associates, 1981, San Bruno Mountain: South Slope Fiscal Impact Study and Institute of
Transportation Engineers, 1991 Trip Generation: An Informational Report, 5th Edition.
3Without the project there would be 160 jobs per 100 employed residents in South San Francisco in
2005. With the project there would be between 158 and 162 jobs per 100 employed residents.
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c. TRANSPORTATION
This SEIR section reevaluates project impacts on traffic conditions on roadways in the project
vicinity. Existing traffic conditions on the local roadway network and future conditions without
the project are first described. The traffic impact and mitigation findings of the 1982 EIR are
also summarized. The section then describes changes in existing and projected traffic
conditions that have occurred since the 1982 EIR, including the recent construction of the
Oyster Point interchange and other new roadway improvements, identifies impacts of the
project and project-plus-cumulative development in the area on these current roadway system
conditions, and recommends roadway improvements necessary to mitigate these updated
impact expectations. The findings in this section were developed by the SEIR traffic engineer,
Crane Transportation Group.
Local transportation system conditions are described for the following scenarios:
. Existing (before recent commencement of construction for the new Oyster Point
interchange ).
. year 2000 Base Case (anticipated year 2000 traffic conditions without the project);
. year 2010 Base Case (anticipated year 201 0 traffic conditions without the project); 1
. year 2000 Base Case plus Phase I (anticipated year 2000 traffic conditions with project
Phase I;
. year 2010 Base Case plus Phases I, /I and 11/ (anticipated year 2010 conditions with
project Phases I, II and III).
1. SETTING
a. Prolect Area Circulation Network
Substantial post-1982 changes have been made in the project area circulation network
considered in the 1982 EIR. With respect to regional freeway access, the Oyster Point
1 For the future year scenarios, the following conditions have also been assumed:
. Wherever a new signal is .warranted by projected traffic conditions at study intersections, it
has been assumed in place.
. Roadway and intersection geometries have been assumed to remain the same from 2000 to
2010 unless specifically stated otherwise. All specific future roadway improvements needed
as a mitigation are listed in section 2.c, Changes in Mitigation Findings.
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interchange has been recently reconstructed and the Sierra Point interchange and associated
Bayshore Boulevard connectors have been constructed. With respect to the local roadway
network, several of the mitigations identified in the 1982 EIR and subsequently incorporated
into the Terrabay Specific Plan and development agreement have been completed as part of
the Phase I roadway improvements. Additional improvements were completed as part of the
Oyster Point interchange reconstruction project or other projects in the vicinity. These
roadway improvements and changes in traffic controls include:
· construction of Sister Cities Boulevard (referred to as the Hillside Extension in the 1982
EIR) between its intersections with Hillside Boulevard and Bayshore Boulevard;
· widening of Hillside Boulevard and creation of local traffic lanes and a landscaped buffer
separating local access movements from higher speed through traffic along Hillside
Boulevard between Sister Cities Boulevard and Lincoln Street (the segment fronting the
project site);
· signalization of intersections at the new Oyster Point interchange and the Hillside
Boulevard/Jefferson Street-South San Francisco Drive, Hillside Boulevard/Sister Cities
Boulevard, Sister Cities Boulevard/South San Francisco Drive and Sister Cities
Boulevard/Airport Boulevard intersections; and
· removal of the existing stop signs for Hillside Boulevard traffic at the Hillside
Boulevard/Kearny Street and Hillside Boulevard/Irving Street intersections. A new all-
way stop sign was installed at the Hillside Boulevard/Lincoln Street intersection to permit
vehicles to exit Lincoln Street under conditions of heavy truck traffic, high speeds, limited
line-of-sight and downhill grade along Hillside Boulevard at this location.
In addition, existing and projected future traffic volumes in the vicinity of the project are higher
than those in the 1982 EIR due primarily to greater than anticipated development in the East
of 101 area. Traffic analyses performed for other projects in the vicinity indicate increasing
traffic volumes and worsening operations, with several intersections performing poorly. Future
Base Case traffic volume projections used in this SEIR traffic analysis are based on traffic
volume projections in the East of 101 Area Plan Draft EIR and Brisbane General Plan
Circulation Element.
The network of freeways, arterials, and local streets serving the project area is diagrammed
on Figure 6 and described below.
(1) Reoional Freeway Access
U.S. Highway 101 (US 101) is the principal freeway providing access to the project area. US
101 has eight travel lanes through South San Francisco with auxiliary lanes provided between
interchanges where the on-ramp and off-ramp have a common transition area. Access to US
101 in the project area is provided by the new Oyster Point interchange and by on- and off-
ramps connecting to Bayshore Boulevard (to the north) and Airport Boulevard (to the south).
The new Oyster Point interchange was not considered in the 1982 EIR traffic analysis. The
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interchange provides on-ramp connections to both north and southbound US 101 as well as a
northbound off-ramp. The northbound off-ramp and southbound on-ramp connect to a
common signalized intersection with Dubuque Avenue on the east side of the freeway, just
south of the Dubuque Avenue connection to Oyster Point Boulevard. The northbound on-
ramp extends northerly as the fourth leg of the signalized Oyster Point Boulevard/Dubuque
Avenue intersection. Southbound US 101 traffic accesses the project area via a stop sign-
controlled off-ramp connecting to Bayshore Boulevard just north of the site. The southbound
off-ramp is designed in a "scissors" configuration, including a two-way stop with northbound
Bayshore Boulevard (see Figures 6 and 7). Southbound Bayshore Boulevard traffic is not
stop sign-controlled at this location; rather, it has a separate travel lane, as does off-ramp
traffic departing the all-way stop intersection with northbound Bayshore Boulevard. A
northbound US 101 off-ramp to northbound Bayshore Boulevard is provided north of the
project area. U-turns back toward the project site are prohibited well into the city of Brisbane.
Interstate 280 (1-280) provides secondary regional freeway access to the project area. To the
north, the eight-lane freeway provides access to Daly City, San Francisco and points beyond
(Bay Bridge, Golden Gate Bridge, etc.); to the south, 1-280 provides access to the cities of
San Bruno, Millbrae, Hillsborough, San Mateo, Redwood City and points beyond to San Jose.
Local 1-280 interchanges serving the project area are located at Hickey Boulevard,
Westborough Boulevard, and Avalon Drive.
(2) Local Roadway Network
Hillside Boulevard is a four-lane roadway in the project area along the base of San Bruno
Mountain, extending north to Mission Street (Le., to State Route 82, the northbound extension
of EI Camino Real in Daly City) and southeast to the downtown area of South San Francisco.
Traffic flows are predominantly north/westbound in the evening.
Hillside Boulevard extends along the southern project boundary at the western end of the
project site. It intersects the recently completed Sister Cities Boulevard about one-third of the
distance along the southern site boundary and then turns to the southeast and continues as a
two-lane roadway towards downtown South San Francisco through the residential
neighborhood just south of the project site. It ends at an intersection with Linden Avenue,
which connects directly to Airport Boulevard. Hillside Boulevard has signalized intersections
with Sister Cities Boulevard, Jefferson StreeVSouth San Francisco Drive (the Phase I project
access), Stonegate Drive, and Linden Avenue. All-way stop sign control is provided at Lincoln
Street. All other roadways (such as Chestnut Avenue and Evergreen Drive) are stop sign
controlled on their approaches to Hillside Boulevard.
Evergreen Drive is a two-lane residential roadway that extends between Mission Road on the
west and Hillside Boulevard on the east. The route runs along the southern border of EI
Camino High School just east of Mission Road.
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T errabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
IV.C. Transportation
Page 94
Chestnut Avenue extends easterly from EI Camino Real to Hillside Boulevard. The route has
four lanes near EI Camino Real and Hillside Boulevard, but narrows to two lanes in places
where roadway widening has not yet occurred (Le., east of Commercial Drive). Traffic flows
are predominantly westbound in the evening.
Sister Cities Boulevard is a four-lane divided arterial roadway running along the southern
project boundary. It extends from its signalized intersection with Hillside Boulevard on the
west to its signalized intersection with Oyster Point Boulevard/Airport Boulevard-Bayshore
Boulevard on the east. There is only one intersection along Sister Cities Boulevard--Le., with
South San Francisco Drive about halfway between Oyster Point Boulevard and Hillside
Boulevard. This intersection is now signalized and will provide access into the Phase II area
of the project. (South San Francisco Drive has been constructed as a paved construction
vehicle roadway only between this intersection and the Pha~e I portion of the project--
indicated by a dashed line on figures in this SEIR section--and to full city standards in the
Phase I portion of the project.)
Bayshore Boulevard is primarily a four-lane arterial roadway extending northerly from South
San Francisco into the cities of Brisbane and San Francisco on the west of US 101. It
continues southerly through South San Francisco as Airport Boulevard south of its intersection
with Sister Cities Boulevard-Oyster Point Boulevard. Adjacent to the eastern boundary of the
project, Bayshore Boulevard has two travel lanes in each direction, narrowing to single travel
lanes near its intersection with the US 101 southbound off-ramp. Bayshore Boulevard is
within the city limits of Brisbane and is thus within that city's jurisdiction. This includes the
roadway right-of-way extending to the south and connecting with the city of South San
Francisco, which is an incorporated "peninsula" of Brisbane, surrounded on the west, south
and east by lands within the city of South San Francisco (see Figure 2).
Airport Boulevard is a north/south arterial which parallels US 101. The arterial is four lanes
wide except for a short, six-lane-wide section between Grand Avenue and the undercrossing
at the Southern Pacific Railroad tracks. Because of its close proximity to US 101, freeway
connections are provided to Airport Boulevard at several locations.
Oyster Point Boulevard is a major arterial roadway extending easterly from Bayshore
Boulevard-Airport Boulevard across US 101 and the CalTrain rail line into the Oyster Point
Business Park. It has been recently widened and realigned in the vicinity of the freeway as
part of the Oyster Point interchange reconstruction. The freeway overpass has eight travel
lanes and a narrow raised median.
Dubuque Avenue is a frontage road running along the east side of US 101 from Oyster Point
Boulevard southerly to East Grand Avenue. It has two travel lanes along its entire length
except from Oyster Point Boulevard to its intersection with the freeway northbound off-ramp
and southbound on-ramp, where up to eight lanes and a narrow raised median are provided.
It has signalized intersections with East Grand Avenue, the freeway ramps and Oyster Point
Boulevard.
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January 4, 1996
Draft SEIR
IV.C. Transportation
Page 95
b. Existina Traffic Conditions
(1) Existino Intersection Operation
(a) Study Intersections. Ten specific local road system locations have been identified by the
city of South San Francisco staff as those most likely to be affected by the project. Seven are
signalized intersections and three are stop sign-controlled intersections. These intersections
were evaluated for PM peak hour conditions. In addition, at California Department of
Transportation (Caltrans) request, all intersections within or in close proximity to the Oyster
Point interchange were also evaluated for AM peak hour conditions. The locations of these
intersections are shown on Figure 6; they include:
Sionalized:
. Hillside Boulevard/Jefferson Street-South San Francisco Drive (project Phase I access);
. Hillside Boulevard/Sister Cities Boulevard;
. Sister Cities Boulevard/South San Francisco Drive (primary project Phase II access);
. Sister Cities Boulevard-Oyster Point Boulevard/Bayshore Boulevard-Airport Boulevard
(AM and PM);
· Oyster Point Boulevard/Dubuque Avenue-US 101 northbound on-ramp (AM and PM);
. Dubuque Avenue/US 101 northbound off-ramp/US 101 southbound on-ramp (AM and
PM); and
. Bayshore Boulevard/project commercial access (Phase III)/Realigned US 101
southbound on- and off-ramps (for 2010 conditions only) (AM and PM).
AII-way-stop-sia n-controlled:
. US 101 southbound off-ramp/northbound Bayshore Boulevard (AM and PM).
Side-street-stop-sion-controlled:
· Hillside Boulevard/Evergreen Drive; and
· Hillside Boulevard/Chestnut Avenue.
(b) Level of Service Scale. In order to understand the status of a local roadway network, a
grading system called Level of Service (LOS) is commonly used by traffic engineers and
planners. The LOS grading system typically used involves a rating scale which ranges from
LOS A, indicating uncongested flow and minimum delay to drivers, down to LOS F, indicating
significant congestion and delay on most or all intersection approaches. Tables B-1 and B-2
in Appendix B list the definitions of the LOS scales used in this analysis for local signalized
intersections (based on volume-to-capacity ratios) and for local unsignalized intersections
(based on delay in seconds).
WP51 \548IDSEIRV V-C.548
Terrabay Project
City of South San Francisco
January 4; 1996
Draft SEIR
IV.C. Transportation
Page 96
Cc) Level of Service Methodolooy. Signalized intersections are evaluated in this study using
the Transportation Research Board (TRB) Circular 212 planning methodology, adjusted as
described in Appendix B for more accurate application to this project. The Circular 212
methodology is a standard level of service calculation method1 and is appropriate for a
planning analysis where future levels of service are to be projected. Unsignalized intersection
operation was determined using the methodology outlined in the 1994 Highway Capacity
Manual, as described in Appendix B. Following the procedures used in the East of 101 Area
Plan DEIR (1994) traffic analysis prepared by Barton-Aschman, Inc., and the Oyster Point
Interchanoe Reconstruction and Grade Separation DEIR (1990) traffic analysis prepared by
Fehr & Peers Associates, Inc., lane capacity adjustments were incorporated into the analysis
of intersections that would otherwise operate at LOS C or worse.
Cd) Level of Service Standards. Level of Service D is considered by the city of South San
Francisco to be the poorest acceptable. operation for signalized and all-way stop intersections;
LOS E is considered to be the poorest acceptable operation for unsignalized intersection turn
movements.
Ce) Intersection Turnino Movements. Figure 7 presents existing2 PM peak hour turn
movement volumes at major project area intersections. The PM peak hour turn movement
volumes were well below capacity limits along Hillside Boulevard, Sister Cities Boulevard and
Bayshore Boulevard. The counts indicated that the peak afternoon traffic hour along
Bayshore Boulevard was from 4:30 to 5:30 PM, whereas the peak traffic hour along Hillside
Boulevard was from 5:00 to 6:00 PM.
(f) Existino Sionalization Needs. Traffic signal "warrants" are conventional standards used
to determine whether a traffic signal is needed. A traffic signal should not be installed if no
warrants are met, since installation of traffic signals may increase delays for the majority of
through traffic and increase some types of traffic accidents. If one or more warrants are met,
a signal may be appropriate.
A signal warrant analysis has been performed for the three unsignalized study intersections
for the 1993 PM peak hour, using Caltrans Warrant 11 criteria (see Appendix B). None of the
three analyzed intersections had 1993 volumes exceeding peak hour signal warrant criteria
levels.
11t is one of the methods specifically identified in the state's Congestion Management Program
(CMP) legislation and is, therefore. accepted by the regional planning agency, the Metropolitan
Transportation Commission.
2As explained in Appendix B, "existing" traffic volumes used as a basis for the year 2000 and 2010
base case traffic projections are 1993/1994 volumes taken from recent traffic studies in the project
vicinity. It was determined that traffic counts of current (1995) traffic volumes would not produce
meaningful results due to the effects of Oyster Point interchange reconstruction road closures and
delays occurring at the time (1995).
WP51 \548\DSE.1R1IV-C.548
T errabay Project
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January 4, 1996
Draft SEIR
IV.C. Transportation
Page 97
(2) Existino Freeway Operation
Table 7 shows that existing (1993/1994) PM peak hour peak direction (southbound) operation
along US 101 in the project vicinity is LOS E at all locations. Level of Service E operation is
the minimum acceptable condition for peak hour operation of US 101 in South San Francisco
as set by the San Mateo County Congestion Management Plan. Criteria used to relate
freeway level of service and volume to capacity ratio are presented in Appendix B. .
(3) Existino Transit Service
(a) Local Bus Routes. Transit service is provided to the project area by the San Mateo
County Transit District (SamTrans). Table 8 describes the Sam Trans routes serving the
project vicinity. Routes 7B and 24B travel along Bayshore Boulevard adjacent to the eastern
project boundary while Route 26H travels along Hillside Boulevard west of Jefferson Street as
well as along Jefferson Street.
SamTrans service also provides/accepts inter-agency transfer passes to/from Santa Clara
County Transit at shared bus stops, San Francisco Municipal Railway routes at selected
points, and AC Transit routes at shared bus stops in Alameda, San Mateo and Santa Clara
counties.
(b) BART. BART currently does not directly serve the city of South San Francisco; rather,
BART currently provides direct (BART station) Peninsula service as far south as Daly City,
although a new station has been constructed in Colma and will be opening for passenger
service within the next year.
(c) Caltrain. An existing CalTrain station is located in the city along Dubuque Avenue just
north of East Grand Avenue. Service is provided seven days per week, extending from San
Francisco to Gilroy.
c. Base Case Traffic Conditions
This section describes anticipated local traffic conditions in the future without the project. Two
future years are included in this analysis: 2000 and 2010. These year 2000 and 2010 traffic
conditions are the "base case" to which project traffic will be added and serve as a benchmark
against which project impacts will be evaluated.
(1) Planned Transportation System Improvements
(a) Hickey Boulevard Extension. The proposed Hickey Boulevard extension will extend from
EI Camino Real eastward to Hillside Boulevard. The segment of the extension between EI
Camino Real and Mission Road will be constructed by the BART District as part of the new
Hickey Boulevard station improvements; San Mateo County will construct the segment
between Mission Road and Hillside Boulevard. The extension design includes four lanes with
WP51 \548\DSEIRI/V-C.548
Terrabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
IV.C. Transportation
Page 98
Table 7
EXISTING AND BASE CASE US 1 01 FREEWAY OPERA TION--PM PEAK HOUR
One-Way
Hourly ExistinQ (1993/1994) Base Case (2000) Base Case (2010)
SeQment Capacitya VolumeD VIC LOS Volume VIC LOS Volume VIC LOS
North of Sierra 8,800 8,400 .95 E 9,050 1.03 F 12,300 1.40 F
Point
Sierra Point to 9,300c 8,000 .86 E 8,530 .92 E 11,180 1.20 F
Oyster Point
Oyster Point to 9,300c 8,400 .90 E 8,820 .95 E 13,850 1.49 F
Grand Avenue
Grand Avenue 8,800 7,100 .89 E 8,600 .98 E 13,390 1.52 F
to South Airport
SOURCE: Crane Transportation Group, East of 101 Area Plan DEIR, and City of Brisbane 1993 General
Plan DEIR, Volume III.
a Peak direction capacity based on 2,200 vehicles per hour through lane and 500 vehicles per hour per
auxiliary lane. Transportation Research Board, 1994 Highway Capacity Manual, Table 3-1, using 60 mph
freeway design speed.
b From Caltrans traffic volumes 1994 for peak hour with assumed 55/45 directional split peak. Peak
direction southbound.
c On-ramp to auxiliary lane or off-ramp from auxiliary lane assigned increased capacity.
WP511548IDSEIRI/V-C.548
Terrabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
IV.C. Transportation
Page 99
Table 8
PROJECT AREA LOCAL BUS ROUTE DESCRIPTIONS (SAMTRANS)
Route
Description
ST 24B
Local service along Bayshore Boulevard and Airport Boulevard between Daly City,
Brisbane, South San Francisco and the San Francisco Airport.
ST7B
Regional service along Bayshore Boulevard and Airport Boulevard between downtown
San Francisco (Transbay Terminal) and Reclwood City.
ST 26H
Local service to Tanforan Shopping Center along Mission Road, Hillside Boulevard,
Jefferson Street, Linden Avenue, and Airport Boulevard.
All three bus routes pass within 500 feet of the South San Francisco CalTrain Station.
SOURCE: Crane Transportation Group, Samtrans.
WP51 \548\DSE/RI/V-C.548
T errabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
IV.C. Transportation
Page 100
separate turn lanes at intersections. Signalized intersections will be provided at Hillside
Boulevard, Mission Road and EI Camino Real. The city of South San Francisco portion of the
Hickey Boulevard Extension was included in the city's 1992 program of capital improvements
and is expected to be constructed before the year 2000. The county's portion will be
constructed after the city's portion has been completed.
(b) Oyster Point Interchanoe Reconstruction. As of this SEIR writing, this project was in the
final stages of construction and almost fully operational. Final paving and lane striping were in
progress at many locations.
(c) Hillside Boulevard/Chestnut Avenue Intersection Sional. A signal is planned for the
Hillside Boulevard/Chestnut Avenue intersection. No specific date has been determined, as
funding is still needed.
No other roadway improvements are programmed and funded by the city of South San
Francisco in the immediate project vicinity.' Likewise, no improvements are programmed or
funded by Caltrans for the US 101 freeway between the South San Francisco city limits and 1-
380.2
(d) BART Extension Plans. Plans are being formulated by the Metropolitan Transportation
Commission (MTC) and BART to extend BART from Colma to the San Francisco International
Airport (SFO) via an 'alignment that would pass through the EI Camino Real corridor via the
Southern Pacific Transportation Company railroad right-of-way. The extension plans also call
for construction of a South San Francisco BART Station just south of the planned Hickey
Boulevard Extension. EI Camino Real would border the BART site to the west, Mission Road
to the east, and a new street to the south.
(2) Base Case Traffic Assumptions. AM and PM peak hour traffic volumes for project study
intersections for year 2000 Base Case conditions are presented in Figures 8 and 9,
respectively, while Figures 10 and 11 present AM and PM peak hour volumes, respectively,
for year 2010 Base Case conditions.3 These traffic volumes are based on future traffic
projections contained in studies prepared for other projects in the area, adjusted to produce a
1 Mr. Richard Harmon, City of South San Francisco Public Works Department.
2Mr. John Low, Caltrans District 4.
3For purposes of this analysis, two existing unsignalized intersections were assumed to be
signalized by either the year 2000 or 2010, since volumes at each would exceed peak hour signal
warrant criteria:
· Hillside Boulevard/Chestnut Avenue (by 2010 - however, volumes would be approaching
warrant levels by 2000); and
· US 101 southbound off-ramp/northbound Bayshore Boulevard (by 2000 for AM peak hour;
by 2010 for PM peak hour).
WP51 \548\DSEIRI/ V-C.548
Sister Cities Blvd
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T errabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
IV.C. Transportation
Page 105
coherent set of volumes for the project area circulation network (see Appendix B). Figure 12
presents intersection geometrics assumed for both year 2000 and 2010 background conditions
without the project.1
(3) Base Case Intersection Operation. Table 9 presents year 2000 and 2010 Base Case
(without project) AM and PM peak hour levels of service at study intersections.
(a) Year 2000. All analyzed study intersections would operate acceptably during the AM
peak hour, with one exception: the US 101 southbound off-ramp/northbound Bayshore
Boulevard intersection. Even if signalized, this intersection would operate at LOS E during the
year 2000 AM peak hour.
All study intersections would operate at acceptable levels of service during the 2000 PM peak
hour with one exception: Hillside Boulevard/Chestnut Avenue. The stop sign-controlled left
turn movement from Chestnut Avenue to Hillside Boulevard would operate at LOS F.
Significant extended delay would be experienced by drivers attempting this movement. PM
peak hour volumes at this location would be approaching, but not at the borderline, of meeting
peak hour signal warrant criteria levels.
(b) Year 2010. Three intersections would experience unacceptable operation during the AM
peak hour:
. Sister Cities Boulevard/Oyster Point Boulevard/Bayshore Boulevard/Airport Boulevard
(LOS F signalized operation);
. Oyster Point Boulevard/Dubuque Avenue/US 101 northbound on-ramp (LOS F signalized
operation); and
. US 101 southbound off-ramp/northbound Bayshore Boulevard (LOS F signalized
operation).
Four intersections would experience unacceptable operation during the PM peak hour:
. Sister Cities Boulevard/Oyster Point BoulevardlBayshore Boulevard/Airport Boulevard
(LOS E signalized operation);
. Dubuque Avenue/US 101 northbound off-ramp--southbound on-ramp (LOS E signalized
operation);
. Hillside Boulevard/Chestnut Avenue (if this intersection remains unsignalized, the stop
sign-controlled left turn movement from Chestnut Avenue to Hillside Boulevard would be
operating at LOS F); and
1The assumed geometries are those currently in place along Hillside Boulevard, Sister Cities
Boulevard, Bayshore Boulevard, Oyster Point Boulevard, and Dubuque Avenue.
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T errabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
IV.C. Transportation
Page 107
Table 9
BASE CASE INTERSECTION LEVEL OF SERVICE--(AM) AND PM PEAK HOUR
Intersection
Year 2000
Base Case
Year 2010
Base Case
Signalized
Hillside Blvd/Jefferson SV
South San Francisco Drive
(Phase I Access)
A - .26*
A - .40
Hillside Blvd/Sister Cities
Blvd
A - .33*
A - .46
Sister Cities Blvd/South San
Francisco Drive/(Phase II
Access)
N/A
N/A
Sister Cities Blvd/Oyster
Point Blvd/Bayshore Blvd/
Airport Blvd
(D - .72)* (F-1.11)
A - .48* E - .90
(B - .52)* (F - 1.20)
A - .40* D - .82
(A - .35)* (D - .75)
A - .31 * E - .87
N/A N/A
Oyster Point Blvd/Dubuque
Ave/US 101 NB on-ramp
Dubuque Ave/US 101 NB
off-ramp/US 101 SB on-ramp
Bayshore Blvc:llUS 101 SB
ramps/Project Commercial
Access (Phase III)
Unsignalized
Hillside Blvd/Evergreen Dr
US 101 SB off-ramp/NB
Bayshore Blvd (All-Way Stop)
B - 7.5u C - 12
FU FU .
A - .40
(E - .90)* (F - 1.42)*
C - 13.6u* FU*
B - .51 * E - .89*
Hillside Blvd/Chestnut Ave
SOURCE: Crane Transportation Group.
* Signalized level of service - volume/capacity ratio.
U Unsignalized level of service/average vehicle delay (in seconds) - eastbound left turn from
Evergreen Drive.
*u All-way stop Level of Service - average vehicle delay in seconds (overall intersection).
WP51\548\DSEIRI/V-C.548
Terrabay Project
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January 4, 1996
Draft SEIR
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· US 101 southbound off-ramp/northbound Bayshore Boulevard (This all-way stop
intersection would be operating at LOS F. If signalized, but without additional
intersection approach lanes, operation would be an unacceptable LOS E).
(4) Base Case Freeway Operation. Table 7 also presents year 2000 and 2010 Base Case
PM peak hour operation for US 101 in the project vicinity.
(a) Year 2000. All segments of US 101 would have peak direction (southbound) traffic
operating at the minimum acceptable LOS E during the PM peak hour with one exception: the
segment north of Sierra Point would be in the LOSF range although very close to LOS E
operation.
(b) Year 2010. All freeway segments near the project would be experiencing unacceptable
LOS F PM peak hour operation for peak direction (southbound) traffic flow. Demand would be
from 20 to more than 50 percent greater than capacity, depending upon the freeway segment.
(5) Base Case Freeway Ramp Operation. Table 10 presents year 2000 and 2010 Base
Case AM and PM peak hour operation for US 101 ramps included in this study.
(a) Year 2000. Year 2000 AM and PM peak hour traffic volumes at all three US 101
freeway ramps at the Oyster Point interchange (northbound on and off, as well as southbound
on) and the southbound off-ramp to Bayshore Boulevard would be well under capacity.
Although the southbound off-ramp would have volumes well within the acceptable range, the
off-ramp intersection with northbound Bayshore Boulevard would be operating at an
unacceptable AM peak hour LOS E with existing geometries and with signalization. It would
be expected that off-ramp traffic would back up to the southbound freeway mainline unless
additional lanes were provided on the intersection approach or unless off-ramp detectors
would control signal operation and allow off-ramp traffic to clear whenever backups
approached the freeway mainline.
(b) Year 2010. During the 2010 AM peak hour, traffic volumes would exceed capacity at the
southbound off-ramp to Bayshore Boulevard and the northbound off-ramp to Dubuque
Avenue. As a result, southbound off-ramp traffic could be expected to back up well into the
freeway main line. Northbound off-ramp traffic would back up well into the auxiliary lane
extending from the Grand Avenue on-ramp. Traffic volumes at the on-ramp intersections
would be well below capacity.
Year 2010 PM peak hour traffic volumes at all three freeway ramps at the Oyster Point
interchange (northbound on and off, and southbound on), as well as the southbound off-ramp
to Bayshore Boulevard, would be under capacity. The two-lane southbound on-ramp would
be operating at 80 percent of capacity with a demand of almost 2,600 PM peak hour vehicles.
The northbound on-ramp at the Oyster Point interchange would be operating at 88 percent of
capacity. Although the southbound off-ramp would have volumes well within the acceptable
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Table 10
BASE CASE US 101 FREEWAY RAMP OPERATION--(AM) AND PM PEAK HOUR WITHOUT
THE PROJECT
Base Case (2000) Base Case (2010)
US 101 Ramp Capacity. Volume Operation Volume Operation
SB off-ramp to Bayshore 1,800 (1,225) (under (2,150) (over
Blvd capacity) capacity)
520 under 1,060 under
capacity capacity
NB on-ramp from Oyster 2,000". (485) (under (595) (under
Point Blvd capacity) capacity)
880 under 1,765 under
capacity capacity
NB off-ramp from Dubuque 2,000". (880) (under (2,150) (over
Ave capacity) capacity)
350 under 870 under
capacity capacity
SB on-ramp from Dubuque 3,200 (340) (under (485) (under
Ave capacity) capacity)
n5 under 2,565 under
capacity capacity
SB on-ramp from Bayshore 1,800 N/A N/A N/A N/A
Blvd (Project Phase III)
SOURCE: Crane Transportation Group, TRB Special Report 209, 1994 Highway Capacity Manual.
· Passenger cars per hour.
.. New southbound off-ramp to Bayshore Blvd. at Terrabay Commercial Access
... On-ramp to auxiliary lane or off-ramp from auxiliary lane assigned increased capacity.
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range, the off-ramp intersection with northbound Bayshore Boulevard would be operating at an
unacceptable PM peak hour LOS E with existing geometrics and with signalization. It would
be expected that off-ramp traffic would back up to the southbound freeway mainline unless
additional lanes were provided on the intersection approach or unless off-ramp detectors
would control signal operation and allow off-ramp traffic to clear whenever backups
approached the freeway mainline.
2. 1982 EIR IMPACT AND MITIGATION FINDINGS
The 1982 EIR traffic analysis was based on the conservative ("worst case") assumption that
construction of all project phases would be completed by 1990. Table 11 presents 1982 and
estimated 1990 traffic conditions without the project, Hillside Boulevard Extension (Sister
Cities Boulevard) or the Oyster Point interchange project, and estimated 1990 and 2000 traffic
conditions with the project at the key project vicinity intersections. Associated traffic impact
findings and mitigation measures identified in the 1982 EIR are summarized in Table 12.
3. SUPPLEMENTAL IMPACT FINDINGS
The Terrabay project will be adding incrementally to cumulative (Base Case) traffic impacts in
the project vicinity. Traffic analyses performed for other projects in the vicinity indicate
increasing traffic volumes and worsening operations. As a result, several of the study
intersections would be operating poorly under Base Case conditions without the project.
Impacts identified in this SEIR are generally similar to those identified in the 1982 EIR. The
project trip generation estimate prepared for this SEIR is substantially similar to that estimated
in the 1982 EIR (see Table 12). Intersection operation impacts were also identified at the
same general locations: the Sister Cities Boulevard/Oyster Point Boulevard/Airport
Boulevard/Bayshore Boulevard intersection, the US 101 southbound off-ramp/northbound
Bayshore Boulevard intersection, and the US 101 ramps at Dubuque Avenue (although these
ramps have been reconstructed as part of the Oyster Point interchange project). The 1982
EIR also identified intersection operation impacts at the intersections of Linden Avenue with
Hillside Boulevard and Airport Boulevard. These intersections were not included in this
analysis, primarily because construction of Sister Cities Boulevard has diverted a substantial
amount of traffic from this route.
Freeway link impacts were also similar to those identified in the 1982 EIR. However, freeway
ramp impact findings in this SEIR are different than the 1982 EIR due to the reconstruction of
the Oyster Point Boulevard interchange.
This section presents the potential transportation impacts of the project for the years 2000 and
2010. The year 2000 analysis assumes only Phase I of the project will be built, occupied and
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Table 11
PEAK HOUR INTERSECTION LEVELS OF SERVICE COMPUTATIONS--1982 EIR
With Project
Without Proiect With Proiect and Mitiaations
Existing
( 1982) 1990 1990 2000 1990 2000
Hillside Boulevard/Chestnut Avenue A A A C/O A B/C
Hillside Boulevard/Kearny Street A AlB' AlB' C/O' A' A'
Hillside Boulevard/Irving Street A AlB' C' ElF' A' B'
Hillside Boulevard/Jefferson Avenue A C A B
Hillside Boulevard/Randolph Avenue A B B/C ElF AlB C
Linden Avenue/Airport Boulevard C F F F E5 ElP
Oyster Point Boulevard/Airport Boulevard B F2 F2 F2 -- 6 __6
Oyster Point Boulevard/Dubuque Avenue B F2 E4 pi -- 6 6
US 101 Southbound Off-ramp/Bayshore
Boulevard B F E4 E4 AlB B
Sister Cities Boulevard/Airport Boulevard -- __3 F -- 6 __6
SOURCE: EIP Corporation 1982. Draft Environmental Impact RepOrt for the Terrabav Development
Proiect. San Mateo County, California.
, Assumes removal of stop signs on Hillside Boulevard from existing 3-way stops.
2 Assumes existing interchange still in place.
3 Depends on intersection configuration and Oyster Point grade separation'.
4 Assumes off-ramp widened to two lanes
5 Can be improved by two service levels if Oyster Point interchange includes southbound on-ramp.
6 Depends on design of Oyster Point interchange and Sister Cities Boulevard.
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Table 12
1982 EIR TRANSPORTATION IMPACT AND MITIGATION FINDINGS
Impact Summary
The proposed project would be expected to
generate approximately 16,570 daily trips on an
average weekday following full occupancy (85
percent for the hotel): 6,100 (37 percent) by the
residential areas and 10,470 (63 percent) by
the commercial area. Approximately 1,710 pm
peak hour trips would be generated.
Approximately 15 percent of these trips would
occur between different on-site activities and
would be entirely onsite or would only affect
roadways fronting the site.
The project would result in increased peak
period traffic congestion at the following key
intersections in the project vicinity:
· Hillside Boulevard/Linden Avenue
· Airport Boulevard/Linden Avenue
· Airport Boulevard/Oyster Point Boulevard
· Oyster Point interchange ramps
(Dubuque)
· US 101 southbound off-ramp/Bayshore
Boulevard
The project would increase peak hour traffic
volumes on the US 101 main line (on which .
traffic volumes would already be at capacity) by
approximately four percent in 1990 and by a
greater amount in 2000 contributing to a
significant cumulative impact.
The project would increase traffic volumes on
Hillside Boulevard between Chestnut Avenue
and Randolph Avenue to levels requiring traffic
controls.
The project would increase traffic volumes
along Hillside Boulevard between Lincoln
Avenue and Randolph Avenue by 100 percent
in 1990 and 180 percent in 2000, which would
significantly impact residents along that
segment of Hillside Boulevard.
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Mitiaation Summary
Construction of the Oyster Point Interchange.
before completion of the proposed project.
Construction of the Sierra Point interchange
and Bayshore Boulevard connectors to
intercept traffic bound for the Linden Avenue
US 101 southbound on-ramp via Bayshore
Boulevard-Airport Boulevard.
Redesign of the US 101 southbound "scissors"
off-ramp, before hotel occupancy, including
relocation of Bayshore Boulevard slightly west
into the project property to accommodate a
redesigned hook off-ramp and new hook on-
ramp, and signalization of the new project
commercial accesslUS 101 ramps intersection.
Project sponsor fair share contribution to traffic
signals at the following intersections before
1990:
· Hillside Boulevard/Chestnut Street
· Hillside Boulevard/Hillside Extension
· Hillside Boulevard/Airport Boulevard
· Oyster Point interchange (at one or more
locations depending on final design)
· US 101 southbound "scissors" off-ramp
· Hillside Boulevard/Jefferson Street
· Terrabay commercial access
Removal of the existing all-way stop signs on
Hillside Boulevard/Kearny Street and Hillside
Boulevard/Irving Street intersections in
conjunction with installation of traffic signals
along Hillside Boulevard.
Create a frontage road or traffic free zone with
landscaped buffer separating local access
movements from higher speed traffic along
Hillside Boulevard.
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The project would generate an additional
approximately 400 daily transit trips and
contribute to a cumulative increase in demand
for transit of at least 2,000 daily trips.
Implementation of the following transportation
system management (TSM) measures, primarily
in conjunction with development of the office
condominium/health club/restaurant complex:
· limousine service from the airport to the
hotelltech trade center;
· bus pullouts and shelters along Bayshore
Boulevard and Hillside Boulevard;
. Preferential carpool parking in the
commercial area;
. Encouragement of staggered work hours;
. Encouragement of vanpooling/carpooling
through the homeowners association; and
· Encouragement of expanded transit
service.
SOURCE: EIP Corporation, 1982. Draft Environmental Impact RepOrt for the Terrabav Development
proiect. San Mateo County, California.
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adding traffic to the local road network by that time. For the year 2010, two impact scenarios
are evaluated: Phase I only, and Phases I, II, and III.
This SEIR analysis has been designed to conform with CEQA, city of South San Francisco,
and San Mateo County Congestion Management Agency (CMA) traffic impact analysis
requirements.
a. Sianlflcance Criteria
The following criteria have been used to evaluate the significance of identified transportation
impacts:
· If a signalized or all-way stop intersection with Base Case (without project) volumes is
operating at LOS A, B, C, or D and deteriorates to LOS E operation (or worse) with the
addition of project traffic, the impact is considered to be significant and will require
mitigation. If a Base Case stop sign-controlled turn movement deteriorates to LOS F
operation with the addition of project traffic, the impact is considered to be significant.
· If the Base Case LOS at a signalized or all-way stop intersection is already at LOS E or
F, or the Base Case LOS of a stop sign-controlled turn movement is already LOS F, an
increase in traffic of two percent or more due to the project is considered to be
significant.
· If traffic volume levels at an unsignalized intersection increase above Caltrans Peak Hour
Warrant 11 criteria levels with the addition of project traffic, the impact is considered to
be significant.
· If Base Case traffic volume levels at an unsignalized intersection already exceed signal
warrant criteria levels, an increase in traffic of two percent or more due to the project is
considered to be significant.
· If, in the opinion of the SEIR traffic engineer, certain project-related traffic changes will
significantly increase safety concerns, the impact is considered to be significant.
· If freeway link operation is currently at LOS A, B, C, D, or E, and changes to LOS F with
the addition of project traffic, the impact is considered significant and will require
mitigation.
· If freeway link operation with Base Case volumes is already LOS F, an increase in peak
direction traffic of two percent or more due to the project is considered significant.
· If acceptable freeway on- or off-ramp operation changes to unacceptable levels with the
addition of project traffic, or if project traffic increases Base Case volumes by two percent
or more when operation is already unacceptable, the impact is considered significant.
A two percent increase was selected as the significance criterion for intersections or freeway
facilities that already exceed unacceptable levels of service or signal warrant criteria levels
because, although neither the city nor the CMA have officially adopted significance standards
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that apply in such cases, a two percent increase is commonly considered by professional
transportation planners as noticeable to most drivers, whereas anything less than two percent
would typically not be noticeable.
b. Proiect Trip Generation
Tables 13 and 14 present updated trip generation projections for each of the three project
phases based on current Institute of Transportation Engineers (ITE) trip generation rates. Trip
rates from the 1991 and 1995 ITE Trip Generation manual, 5th Edition, were used to update
trip rates used in the 1982 EIR.
Phase I (293 single family residential and townhouse units) would be expected to generate
about 2,700 daily two-way trips with 70 inbound and 160 outbound trips during the AM peak
hour, and 185 inbound and 110 outbound trips during the PM peak hour. About 80 percent of
the total AM and PM peak hour trip generation would be associated with residential uses. All
Phase I traffic would access Hillside Boulevard via South San Francisco Drive at the Jefferson
Street intersection. A small proportion of generated trips would be expected to be internal
within the site (trips back and forth to the recreation center as well as drop off and pick up
trips at the day care center by project residents).
Phase /I (428 townhouse and condominium units) would be expected to generate about 2,600
daily two-way trips with 30 inbound and 160 outbound trips during the AM peak hour, and 155
inbound and 85 outbound trips during the PM peak hour. Phase II traffic would access
Hillside Boulevard via South San Francisco Drive at the Jefferson Street intersection, and
Sister Cities Boulevard via South San Francisco Drive.
Phase 11/ development of office, restaurant, health club, hotel and trade center commercial
uses would be expected to generate about 10,600 daily two-way trips with 920 inbound and
180 outbound trips during the AM peak hour, and 385 inbound and 920 outbound trips during
the PM peak hour. The commercial area trip generation projections assume full use of the
hotel's proposed 600-seat seminar center and the tech trade center's 240,900-square-foot
showroom. Commercial area trip generation would decrease by more than 30 percent with no
activity at the hotel seminar center and minimal activity at the trade center showroom. It
would be expected that about five percent of the total commercial area AM peak hour trip
generation and 10 percent of the total commercial area PM peak hour trip generation would
remain internal to the site (back and forth trips between the hotel, restaurant, office, trade
center and health club uses). Phase III traffic would access the west side of Bayshore
Boulevard at three locations to the north of the Oyster Point interchange; two right-turn in and
out driveways and one new signalized intersection. Figure 13 presents the lane striping
assumed for analysis purposes at this new intersection along Bayshore Boulevard.
Total project gross trip generation would be 15,770 daily two-way trips with 1,020 inbound and
500 outbound trips during the AM peak hour, and 725 inbound and 1,115 outbound trips
during the PM peak hour. It should be noted that other than the internal trip capture described
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Table 13
PROJECT DAIL Y AND PM PEAK HOUR TRIP GENERATION
No. of Daily Two-Way PM Peak Hour Trips
Units or Trips In Out
Phase Use Size Rate Volume Rate Volume Rate Volume
Residential-Single 125 units 9.55 1,200 .65 85 .36 45
Family
Residential- 168 units 6.01 1,010 .37 65 .20 35
Townhouse
Childcare Center 2,880 f1.2 79.3 230 6.40 20 7.22 20
Recreation Center .40 200 .024 ~ .016 --2Q
Phase 1 Total 2,640 185 110
II Residential- 428 5.90 2,530 .36 155 .19 85
Townhouse/
Condo/Terraced
Units
Phase 2 Total 2,530 155 85
III Office 57,500 ft.2 * 930 ** 20 ** 105
Quality 150 seats 2.86 430 .16 25 .08 15
Restaurant
Health Club 600 members .40 240 .024 15 0.16 10
Hotel 400 rooms'" 8.70 2,960 .41 140 .35 120
Seminar Center 600 seats 2.40 1,440 .11 65 .50 300
Restaurants 500 seats 2.86 1,430 .16 80 .08 40
Tech. Trade Center
Office 27,800 ft.2 * 520 ** 15 ** 55
Showroom 240,900 ft.2 11.0 2,650 .10 ~ 1.15 275
Phase 3 Total 10,600 385 920
Total Project 15,nO 725 1,115
SOURCE: Trip Generation, 5th Edition, Institute of Transportation Engineers, 1991 and 1995 Update.
* Ln(T) = .756 Ln(x) + 3.765
** Ln(T) = .737 Ln(x) + 1.831
*** 85 percent occupancy assumed
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Table 14
PROJECT AM PEAK HOUR TRIP GENERATION
No. of AM Peak Hour Trips
Units or In Out
Phase Use Size Rate Volume Rate Volume
Residential-Single 125 units .19 25 .55 70
Family
Residential- 168 units .07 15 .37 65
Townhouse
Childcare Center 2,880 ft.2 8.20 25 7.00 20
Recreation Center 500 members 5 5
Phase I Total 70 160
II Residential- 428 units .07 30 .37 160
Townhouse/
Condo/Terraced
Units
Phase II Total 30 160
III Office 57,500 ft.2 * 110 * 15
Quality 150 seats .028 5 .002 0
Restaurant
Health Club 600 members .015 10 .005 5
Hotel 400 rooms" .40 140 .27 95
Seminar Center 600 seats .50 300 .05 30
Restaurants 500 seats .028 15 .002 5
Tech. Trade Center
Office 27,800 ft.2 * 65 * 5
Showroom 240,900 ft.2 1.15 275 .10 25
Phase III Total 920 180
Total Project 1,020 500
SOURCE: Trip Generation, 5th Edition, Institute of Transportation Engineers, 1991 and 1995 Update.
Ln(T) = .777 Ln(x) + (89% in/11 % out) T = Trips, X = size in 1,000 sq. ft.
.. 85 percent occupancy assumed
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above, no other specific reductions in trip generation due to increased transit use, carpooling,
etc., were factored into the trip generation projections.
c. Project Trip Distribution
Table 15 presents the estimated PM peak hour in and outbound distribution of project
residential and commercial traffic. AM distribution would be expected to be approximately the
reverse of PM distribution. Distribution projections are based upon input from both the East of
101 Area Plan DEIR and EI Camino Corridor Redevelopment Prooram DEIR traffic analyses.
Figures 14 and 15 present the AM and PM peak hour volume increments, respectively, for
project Phase I while Figures 16 and 17 present AM and PM peak hour volume increments,
respectively, for all project phases (Phases I, II and III), distributed to the local roadway
network. Figures 18 and 19 present the sum of the 2010 Base Case plus the project
incremental traffic volumes for AM and PM peak hour traffic conditions, respectively.
d. Project Sianalizatlon Needs Impacts
Year 2000 - Phase I. Phase I traffic would increase year 2000 Base Case PM peak hour
volumes at the Hillside Boulevard/Chestnut Avenue intersection from "approaching" to
"borderline" signal warrant criteria levels. This is a potentially significant adverse impact.
(Supplemental Impact T-1)
Year 2010 - Phase I. Phase I traffic would aggravate the Base Case warrant criteria need for
signals at the Hillside Boulevard/Chestnut Avenue and US 101 southbound off-ramp/
northbound Bayshore Boulevard intersections. Unless signals were installed, the project
would be expected to cause significant adverse impacts on the operation and safety of these
intersections. (Supplemental Impact T-2)
Year 2010 - Phases I, 1/ and III. Signals would be provided by the project at the reconstructed
Bayshore Boulevard/US 101 southbound hook ramps/project commercial access intersection.
However, the cumulative traffic from Phases I, II and III would further aggravate the Base
Case warrant criteria need for signals at the Hillside Boulevard/Chestnut Avenue, resulting in a
potentially significant adverse impact. (Supplemental Impact T-3)
e. Project Level of Service Impacts--Studv Intersections
Table 16 presents AM and PM peak hour intersection level of service.
Year 2000 - Phase I. No significant impacts were identified during the AM peak hour. During
the PM peak hour, all intersections would be operating acceptably with the addition of project
Phase I traffic with one exception: Hillside Boulevard/Chestnut Avenue. The project would
increase PM peak hour volumes by more than two percent at this intersection, which would
already be experiencing unacceptable (LOS F) operation with Base Case volumes for the stop
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Table 15
PROJECT TRIP DISTRIBUTIONupM PEAK HOUR
Residential
Inbound
Outbound
Commercial
Inbound Outbound
North (Daly City/San Francisco,
. North Bay, Bay Bridge via 101/
Bayshore Blvd.lI-280, EI Camino
Real & Hillside Blvd.
35%
20%
35%
30%
South (cities south of SSF
via 1 01/1-280/EI Camino Real)
40%
25%
40%
50%
Local (Brisbane/South San
Francisco)
25%
55%
25%
20%
SOURCE: Crane Transportation Group; East of 101 Area Plan DEIR Traffic Analysis, Barton-Aschman
Associates, Inc., 1994; ABAG, 1994; San Mateo County CMP.
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SOURCE: Crane Transportation Group
TERRABA Y PROJECT SEIR CITY OF SOUTH SAN FRANCISCO, CALIFORNIA
Wagstaff and Associates
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TERRABA Y PROJECT SEIR CITYOFSOUTH SAN FRANCISCO, CALIFORNIA
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T errabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
IV.C. Transportation
Page 127
Table 16
BASE CASE INTERSECTION LEVEL OF SERVICE--(AM) AND PM PEAK HOUR, WITHOUT
AND WITH PROJECT
Year 2000 Year 2010 Year 2010
Base Case Base Case Base Case &
Year 2000 & Project Year 2010 & Project Total Project
Intersection Base Case Phase I Base Case Phase I (Phases I. II. III)
Signalized
Hillside Blvd/Jefferson StI A - .26' A - .33 A - .40 A - .44 B - .53
South San Francisco Drive
(Phase I Access)
Hillside Blvd/Sister Cities A - .33' A - .37 A - .46 AlB - .50 B - .56
Blvd
Sister Cities Blvd/South San N/A N/A N/A N/A A - .42'
Francisco Drive/(Phase /I
Access)
Sister Cities Blvd/Oyster (0 - .72) (0 - .74) (F-1.11) (F - 1.37)
Point Blvd/Bayshore Blvd/ A - .48 B - .52 E - .90 E - .94 E - .95
Airport Blvd
Oyster Point Blvd/Dubuque (B - .52)' (B - .52) (F - 1.20) (F - 1.22)
Ave/US 101 NB on-ramp A - .40' A - .41 D - .82 D - .83 E - .89
Dubuque Ave/US 101 NB (A - .35)' (A - .35) (D - .75) (E - .86)
off-ramp/US 101 SB on-ramp A - .31' A - .33 E - .87 E - .88 D - .81
Bayshore Blvd/US 101 SB (F - 1.50)'
ramps/Project Commercial N/A N/A N/A N/A F - 1 .29'
Access (Phase III)
Unsignalized
Hillside Blvd/Evergreen Dr B - 7.52 B -7.5 C - 12.0 C - 12.2 C - 13.4
Hillside Blvd/Chestnut Ave F2 F F F F
A - .32' A - .40 A - .43 B - .52
US 101 SB off-ramp/NB (E - .90)' (E - .91) (F - 1.42)
Bayshore Blvd (All-Way Stop) C - 13.63 C - 14.9 F3 F N/A
B - .51' B - .52 E - .89' E - .91
SOURCE: Crane Transportation Group.
, Signalized level of service - volume/capacity ratio.
2 Unsignalized level of service/average vehicle delay (in seconds) - eastbound left turn from Evergreen
Drive.
3 All-way stop Level of Service - average vehicle delay in seconds (overall intersection).
WP51 \548\DSEIRII v-c. 548
Terrabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
IV.C. Transportation
Page 128
sign-controlled left turn movement from Chestnut Avenue. This would be a significant adverse
impact. (Supplemental Impact T-4)
Year 2010 - Phase I. During the PM peak hour, Phase I traffic would result in significant
adverse impacts at the following locations:
· Sister Cities Boulevard/Oyster Point Boulevard/Bayshore Boulevard/Airport Boulevard
(more than two percent increase in traffic volumes added to Base Case LOS F signalized
operation.) (Supplemental Impact T-5)
· Hillside Boulevard/Chestnut Avenue (If this intersection remains unsignalized, more than
two percent increase in traffic volumes would be added to Base Case LOS F operation
for the stop sign-controlled left turn movement from Chestnut Avenue.) (Supplemental
Impact T-6)
Year 2010 - Phases I, /I and III. Phase III would include construction of new US 101
southbound on and off hook ramps connecting to Bayshore Boulevard at a signalized
intersection that would also serve as the primary access to the project's commercial portion.
These ramps would be located at about the same location as the existing southbound off-
ramp connection to Bayshore Boulevard. Provision of a new southbound on-ramp along
Bayshore Boulevard would remove a substantial amount of Brisbane traffic bound for
southbound US 101 that previously would have travelled through the Oyster Point interchange
to access the southbound on-ramp at Dubuque Avenue. Thus, during the PM peak hour,
even with the addition of traffic from full Terrabay development, operation at two of the three
intersections within the Oyster Point interchange would be better with project Phases I, II and
III (and the new southbound on-ramp along Bayshore Boulevard) than without the project.'
During the AM peak hour, traffic from Phases I, II and III would result in significant adverse
impacts at the following locations:
· Sister Cities Boulevard/Oyster Point Boulevard/Bayshore Boulevard/Airport Boulevard
(more than two percent increase in traffic volumes added to Base Case LOS F
Operation). (Supplemental Impact T-7)
· Oyster Point Boulevard/Dubuque Avenue/US 101 northbound on-ramp (more than two
percent increase in traffic volumes added to Base Case LOS F operation).
(Supplemental Impact T-B)
· Dubuque Avenue/US 101 northbound off-ramp/US 101 southbound on-ramp (LOS D
Base Case operation would deteriorate to LOS E). (Supplemental Impact T-9)
· Bayshore Boulevard/US 101 southbound on- and off-ramps/project commercial access
(LOS F operation for this new intersection). (Supplemental Impact T-10)
'The project commercial area would also be acce~sed via two right turn in/right tur~ out driveways
along Bayshore Boulevard, one north and one south of the commercial area's signalized access.
WP51 \548\DSEIRII V-C.548
Terrabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
IV.C. Transportation
Page 129
During the PM peak hour, traffic from the total project would result in significant traffic impacts
at the following locations:
· Oyster Point Boulevard/Dubuque Avenue/US 101 northbound on-ramp (LOS DBase
Case operation would deteriorate to LOS E). (Supplemental Impact T-11)
· Bayshore Boulevard/US 101 southbound on- and off-ramps/project commercial access
(LOS F operation for this new intersection). (Supplemental Impact T-12)
· Hillside Boulevard/Chestnut Avenue (If this intersection remains unsignalized, more than
two percent increase in traffic volumes would be added to the Base Case LOS F
operation for the stop sign-controlled left turn movement from Chestnut Avenue.)
(Supplemental Impact T-13)
In addition, during the PM peak hour, construction of new US 101 southbound hook ramps as
part of project Phase III would result in substantial beneficial effect at the following location:
· Dubuque A venue/US 101 northbound off-ramp--southbound on-ramp (Base Case LOS E
operation would improve to an acceptable LOS D).
f. Proiect Freeway Link Impacts
Table 17 presents year 2000 and 2010 PM peak hour project traffic impacts on US 101
freeway link operation.
Year 2000 - Phase I. Phase I traffic would not significantly affect PM peak hour operation of
US 101 in 2000. Project traffic would not change level of service of any analyzed freeway
segment and would not increase traffic volumes by two percent or more along the one
segment (north of Sierra Point) projected to experience LOS F Base Case operation in 2000.
Year 2010 - Phase I. Phase I traffic would not significantly affect PM peak hour operation of
US 101 in 2010. Project traffic would not increase volumes by two percent or more along
analyzed segments, which are all projected to experience LOS F Base Case operation in
2010.
Year 2010 - Phases I, /I and III. Traffic from Phases I, II and III would increase PM peak hour
peak direction Base Case traffic volumes by three percent along US 101 between the Oyster
Point interchange and the South Airport Boulevard interchange, which is projected to
experience LOS F Base Case operation in 2010. This would be a significant adverse impact.
(Supplemental Impact T-14)
Q. Proiect Freeway Ramp Impacts
Table 18 presents project impacts on year 2000 and 2010 AM and PM peak hour operation of
the Oyster Point interchange ramps and the southbound off-ramp to Bayshore Boulevard.
WP51 \548\DSE/R\/V-C.548
T errabay Project
City of South San Francisco
January 4, 1996
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T errabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
IV.C. Transportation
Page 132
Year 2000 - Phase I. Phase I AM or PM peak hour traffic would not significantly affect any of
the four US 101 freeway ramps in the year 2000.
Year 2010 - Phase I. Phase I AM or PM peak hour traffic would not significantly affect any of
the four US 101 freeway ramps in 2010.
Year 2010 - Phases I, /I and III. During the 2010 AM peak hour, total project traffic would
result in significant adverse impacts (more than two percent increase in traffic volumes added
to Base Case over capacity operation) at two ramp locations: the southbound off-ramp to
Bayshore Boulevard and the northbound off-ramp to Dubuque A venue. (Supplemental
Impact T-15 and Supplemental Impact T-16)
During the 2010 PM peak hour, traffic from Phases I, II and III would not increase traffic
volumes at any ramp above capacity. The addition of 195 project vehicles would, however,
increase volumes at the northbound on-ramp from Oyster Point Boulevard from 88 percent of
ramp capacity with Base Case volumes up to 98 percent of ramp capacity. This would be a
less than significant impact.
h. Proiect Impacts on Colma Intersections
The city of Colma has expressed concern regarding project traffic impacts at three
intersections along Serramonte Boulevard: at Hillside Boulevard, EI Camino Real and
Junipero Serra Boulevard--1-280 northbound on-ramp. Projections were made as to the likely
amount of PM peak hour Phase I and Phases I, II and III traffic that would likely travel through
each of these intersections. Table 19 presents the total amount of traffic' passing through
each of these intersections, the amount of project traffic expected to pass through each
intersection and the percent traffic added by the project. The percentages shown in Table 19
attributable to project traffic would be 10 to 20 percent lower if an approximately one percent
per year growth in traffic volumes were added to the existing traffic volume base to the years
2000 and 2010.
No significant impacts were identified for year 2000 or 2010 Base Case plus Phase I traffic
conditions. However, in 2010 with Phases I, II and III, the Serramonte Boulevard/Hillside -
Boulevard intersection would be expected to experience an approximately four percent
increase in traffic volumes, which would be considered a significant adverse impact.
(Supplemental Impact T-17)
- '1992 and 1993 traffic volumes from the Cypress Hills DEIR, May, 1994.
WP51 \548\DSEIRI/V-C.548
T errabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
IV.C. Transportation
Page 133
Table 19
PROJECT IMPACTS TO COLMA INTERSECTIONS
Traffic Added by Terrabay
Total Existing* PM Phase I (2000) Phases I, II and III (2010)
Peak Hour Volumes % Added % Added
Intersection Enterina Intersection Volume to Existina Volume to Existina
Serramonte Blvd! 1,197 20 1.7% 50 4.2%
Hillside Blvd
Serramonte Blvd!EI 3,043 15 .5% 40 1.3%
Camino Real
Serramonte Blvd! 3,463 10 .3% 25 .7%
Junipero Serra Blvd!
1-280 northbound onramp
SOURCE: Crane Transportation Group and the city's Cypress Hills DEIR, May 1994.
* 1992 and 1993 volumes, Cypress Hills DEIR, May 1994.
WP51 \548\DSEIRI/V-C.548
T errabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
IV.C. Transportation
Page 134
4. SUPPLEMENTAL MITIGATION NEEDS
.
Transportation impact mitigation needs have changed from those identified in the 1982 EIR.
Several of the mitigations identified in the 1982 EIR were subsequently incorporated into the
specific plan and development agreement and have been completed as part of Phase I
roadway improvements. These completed mitigations include:
· construction of Sister Cities Boulevard (referred to as the Hillside Extension in the 1982
EIR) between its intersections with Hillside Boulevard and Bayshore Boulevard;
· widening of Hillside Boulevard and creation of a landscaped buffer separating local
access movements from higher speed traffic along Hillside Boulevard between Sister
Cities Boulevard and Lincoln Street (the segment fronting the project site);
· signalization of intersections at the new Oyster Point interchange and the Hillside
Boulevard/Jefferson Street, Hillside Boulevard/Sister Cities Boulevard, Sister Cities
Boulevard/South San Francisco Drive and Sister Cities Boulevard/Airport Boulevard
intersections; and
· removal of the existing stop signs for Hillside Boulevard traffic at the Hillside
Boulevard/Kearny Street and Hillside Boulevard/Irving Street intersections. (A new all-
way stop sign was installed at the Hillside Boulevard/Lincoln Street intersection to permit
vehicles to exit Lincoln Street under conditions of heavy truck traffic, high speeds, limited
line-of-sight and downhill grade along Hillside Boulevard at this location.)
Mitigations recommended in the 1982 EIR that are still proposed in this SEIR include:
· reconstruction of the US 101 southbound "scissors" off-ramp to Bayshore Boulevard as a
hook off-ramp (however, the recommended lane geometrics at this location have
changed due to changes in projected traffic volumes) and construction of a new hook on-
ramp for southbound traffic, both in conjunction with project Phase III;
· signalization of the Hillside Boulevard/Chestnut Avenue and US 101 southbound off-
ramp/northbound Bayshore Boulevard intersections; and
· implementation of transportation system management (TSM) measures (the types and
number of measures required has changed due to adoption of a TSM ordinance by the
city and TSM requirements of the Bay Area Air Quality Management District).
Additional mitigations have also been recommended in this SEIR for identified significant
impacts at the Serramonte Boulevard/Hillside Boulevard intersection in Colma and at the
northbound off-ramp from US 101 to Dubuque Avenue. These remaining 1982 EIR and new
SEIR mitigation needs are described below.
WP51 \548\DSEIRI/V-C.548
Terrabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
IV.C. Transportation
Page 135
a. Base Case MitiQation Needs Without Proiect
Figure 20 presents Year 2000 Base Case mitigation needs without the project. Figure 21
presents Year 2010 Base Case mitigation needs without the project (although the mitigations
shown would also provide acceptable operations for project Phase I traffic volumes). Levels
of service after mitigation at those intersections for which significant impacts have been
identified are presented in Table 20.
(1) Intersection SiQnalization
The following Base Case mitigation needs should be implemented by the city to reduce
significant impacts identified for anticipated Base Case future traffic conditions (without the
project) to less than significant levels, with fair share contributions from all Base Case
developments:
(a) Year 2000:
. Hillside Boulevard/Chestnut Avenue. Signalize if and when warranted by monitoring
(traffic counts). Coordinate (sequence) this signalization with the nearby Hillside
Boulevard/Stonegate Drive signal. Resultant PM peak hour operation: LOS A at Hillside
Boulevard/Chestnut Avenue intersection.
Note: Alternatively, the monitoring (traffic counts) and associated engineering evaluation
necessary to determine when signalization is warranted may also indicate that the
Stonegate Drive signal (and associated sequencing) is no longer needed and that
instead of signal sequencing, the Stonegate signal can be replaced with a stop sign on
the Stonegate approach only (i.e., if the new Chestnut Avenue signal will provide
sufficient gaps in eastbound Hillside Boulevard traffic flow to allow safe stop sign-
controlled turn movements from Stonegate Drive). The monitoring/evaluation mayor
may not also indicate that a change in the nearby all-way-stop-sign-controlled Hillside
Boulevard/Lincoln Street intersection--i.e., removal of stop signs on the Hillside Boulevard
approaches--may be possible.
. US 101 southbound off-ramp/northbound Bayshore Boulevard. Signalize when warranted
and add second off-ramp intersection approach and departure lanes. Resultant peak
hour operation: LOS NB in the AM peak hour; LOS A in the PM peak hour.
(b) Year 2010:
. Hillside Boulevard/Chestnut Avenue. Signalize when warranted. Resultant PM peak
hour operation: LOS A
. US 101 southbound off-ramp/northbound Bayshore Boulevard. Signalize when warranted
and add second off-ramp intersection approach and departure lanes. Resultant peak
hour operation: LOS D in the AM peak hour; LOS C in the PM peak hour.
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T errabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
IV.C. Transportation
Page 138
Table 20
INTERSECTION LEVELS OF SERVICE AFTER MITIGATION--(AM) AND PM PEAK HOUR
Year 2000 Year
Base Case 2010 Base Year 2010
Year 2000 & Project Year 2010 Case plus Base Case plus
Intersection Base Case (Phase I) Base Case Phase I Phases I. II. III
Supplemental Impact T-3
SB US 101 off-ramp/ (AlB - .56) 1 (A/B - .56)' (0 - .83)'
NB Bayshore Blvd C - .60' C - .621
(B-7.1)'F
(C - 19.0)'F
Supplemental Impact T-5/T-7 (0 - .80)2
Sister Cities Blvd! (D - .85)2
Bayshore Blvd/Airport C - .592 C - .602 C - .662
Blvd/Oyster Point Blvd (B - .54( (C - .65t
D - .753 D - .832
Supplemental Impact T-8/T-11 (0 - .81)3
Oyster Point Blvd/ (0 - .82)3
Dubuque Ave/US 101 A - .503 A - .503 B - .5s:'
NB on-ramp (C - .6~r (C - .70t1
0-.82 C - .633 1
Supplemental Impact T-9
Dubuque Ave/US 101 (0 - .85)4
NB off-ramp/US 101 D - .834 D - .844
SB on-ramp
Supplemental Impact T-10/T-12
Bayshore Blvd/US 101 (0 - .85)5
SB ramps/Project C - .705
Commercial Access (0 - .80t
(Phase III) o - .825
SOURCE: Crane Transportation Group.
1 Add 2nd southbound lane to off-ramp/signalization.
F All-way stop level of service - average vehicle delay in seconds, with second off-ramp lane
2 Add 3rd SB left turn lane on Bayshore approach; 2nd EB left turn lane on Sister Cities approach;
second WB through lane on the Oyster Point approach; and restripe the NB Airport Boulevard
approach to provide 1 left. 2 through and 1 right turn lane.
2 Add second left turn lane on eastbound Sister Cities approach.
3 Add 2 EB through lanes on Oyster Point approach and a second right turn lane on westbound
Oyster Point approach.
3F No improvements needed.
3Fl Add a second right turn lane on westbound Oyster Point approach.
4 Add 2nd left turn lane on northbound Dubuque approach with or without flyover mitigation.
5 Add 3rd left turn lane on off-ramp approach; add 2nd SB left turn lane and 3rd through lane; add
2nd NB left turn lane; add 2nd EB through lane.
SF Add second through lane on project driveway eastbound approach.
EB = Eastbound WB = Westbound NB = Northbound SB = Southbound F = with flyover
L = left turn lane T = through lane R = right turn lane TR = combined through/right turn lane
WP51 \5481DSE/Rl/V-C.548
Terrabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
IV.C. Transportation
Page 139
(2) Intersection Geometric Improvements (Base Case without Proiect)
(a) Year 2000:
· US 101 southbound off-ramp/northbound Bayshore Boulevard. Add a second lane to the
southbound off-ramp and signalize the intersection. Resultant peak hour operation: LOS
A/B in the AM peak hour; LOS A in the PM peak hour.
(b) Year 2010:
· Sister Cities Boulevard/Bayshore Boulevard/Airport Boulevard/Oyster Point Boulevard.
Implement one of the following alternative mitigations:
(1) Complete Intersection Improvements. Widen/restripe the four intersection
approaches to provide the following lane geometrics (see Figure 21):
Bayshore Boulevard southbound - add a third left-turn lane
Airport Boulevard northbound - provide 1 left-turn/2 through/1 right-turn lanes
Oyster Point Boulevard westbound - add a second through lane
Sister Cities Boulevard eastbound - add a second left-turn lane
Resultant peak hour operation: LOS D in the AM peak hour; LOS C in the PM peak
hour.
(2) Construct Southbound Flyover Off-ramp. Provide a US 101 southbound flyover off-
ramp to connect with eastbound Oyster Point Boulevard to the east of the Dubuque
Avenue intersection.' (Figures 22 and 23 present 2010 AM and PM peak hour Base
Case traffic volumes, respectively, without the project and with the flyover. Figure 24
presents 2010 Base Case intersection approach lane needs with the flyover.)
Resultant peak hour operation: LOS B in the AM peak hour; LOS D in the PM peak
hour.
Note: As can be seen by comparing Figures 21 and 24, provision of the southbound off-
ramp flyover significantly reduces the level of improvement (i.e., number of new lanes)
needed for the year 2010 Base Case conditions at both the Sister Cities
Boulevard/Bayshore Boulevard/Airport Boulevard/Oyster Point Boulevard and Oyster
Point Boulevard/Dubuque Avenue/US 101 Northbound On-Ramp intersections (year 2000
Base Case mitigations shown on Figure 21 would suffice), and eliminates the need for
, Such a southbound off-ramp f1yover was proposed and approved as part of the recently completed
Oyster Point interchange reconstruction project, but was not constructed due to cost reduction
measures. The flyover has been identified as an "ultimate" mitigation need for the traffic impacts of
cumulative development in the vicinity.
WP51 \548\DSEIR1IV-C.548
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YEAR 2010 BASE CASE TRAFFIC
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(J)
Terrabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
IV.C. Transportation
Page 143
signalization at the US 101 Southbound Off-Ramp/Northbound Bayshore Boulevard
intersection.
. Oyster Point Boulevard/Dubuque Avenue/US 101 northbound on-ramp. Implement one
of the following al~ernative mitigations:
(1) Complete Intersection Improvements. Widen the Oyster Point Boulevard
approaches to add the following lanes (see Figure 21):
Oyster Point Boulevard westbound - add a second right-turn lane
Oyster Point Boulevard eastbound - add two through lanes
Resultant peak hour operation: LOS D in the AM peak hour; LOS A in the PM peak
hour.
(2) Construct Southbound Flyover Off-ramp. Provide a US 101 southbound flyover off-
ramp as described above for the Sister Cities Boulevard/Bayshore Boulevard/Airport
Boulevard/Oyster Point Boulevard intersection. No additional intersection improvements
would be needed (see Figure 24).
Resultant peak hour operation: LOS C in the AM peak hour; LOS D in the PM peak
hour.
. US 101 southbound off-ramp/northbound Bayshore Boulevard. Implement one of the
following alternative mitigations:
(1) Complete Intersection Improvements. Add a second lane to the southbound off-
ramp and signalize the intersection (see Figure 21).
Resultant peak hour operation: LOS D in the AM peak hour; LOS C in the PM peak
hour.
(2) Construct Southbound Flyover Off-ramp. Provide a southbound to eastbound
flyover off-ramp as described above and add a second lane to the southbound off-ramp
(see Figure 24).
Resultant peak hour operation: LOS B in the AM peak hour; LOS C in the PM peak
hour.
. Dubuque A venue/US 101 northbound off-ramp - southbound on-ramp. Add a second
left-turn lane to the northbound Dubuque Avenue approach (see Figure 21).
Resultant PM peak hour operation: LOS D
WP51 \548\DSEIRIIV-C.548
T errabay Project
City. of South San Francisco
January 4, 1996
Draft SEIR
IV.C. Transportation
Page 144
(3) US 101 Freeway Improvements (Base Case without Proiect)
(a) Year 2000:
· Caltrans does not plan to add additional travel lanes to the segment of US 101 through
and just north of South San Francisco by the year 2000. Therefore, mitigation of
projected unacceptable commute peak period operational impacts would require a
combination of transportation system management (TSM) measures to reduce peak hour
demand. Such measures should include incentives to car/vanpool, increased transit
availability, provision of flex time working hours for employees, expansion of
telecommuting, etc. All South San Francisco businesses should comply with the South
San Francisco TSM ordinance in order to reduce commute peak hour travel on the local
freeway network. Bus/shuttle access to CalTrain and BART should be promoted.
(b) Year 2010:
· Same mitigation as for year 2000 Base Case without Project, above.
(4) US 101 Freeway Ramp Improvements (Base Case without Proiect)
(a) Year 2000:
No significant impacts identified; no mitigation measures are required.
(b) Year 2010:
· Southbound Off-ramp to Bayshore Boulevard. Add a second off-ramp lane connection to
the southbound freeway mainline and an extended deceleration lane along the freeway
mainline. Resultant AM peak hour operation: Under Capacity.
· Northbound Off-ramp to Dubuque Avenue. Add a second off-ramp lane connection to
the northbound freeway mainline. Resultant AM peak hour operation: Under Capacity.
b. Base Case Plus Proiect Mitiaation Needs
(1) Intersection Signalization
(a) Year 2000 - Phase I:
(Supplemental Impact T-1) Hillside Boulevard/Chestnut Avenue. With project Phase I,
provide a fair-share contribution towards signalization of this intersection. Resultant PM peak
hour operation: LOS A.
,..-,'
WP51\548\DSEIRI/V-C.548
T errabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
IV.C. Transportation
Page 145
(b) Year 2010 - Phase I:
(Supplemental Impact T-2) Hillside Boulevard/Chestnut Avenue. For each project phase,
provide a fair-share contribution towards signalization for this intersection (Le., with Phase I,
Phase II and Phase III) Resultant PM peak hour operation: LOS A.
US tOt Southbound Off-ramp/Northbound Bayshore Boulevard. Provide a fair-share
contribution towards signalization and off-ramp widening (with Phase I, or Phases I and II).
Resultant peak hour operation: LOS D in the AM peak hour; LOS C in the PM peak hour.
Note: Bayshore Boulevard is within the Brisbane city limits. Mitigations involving
improvements to Bayshore Boulevard must be coordinated with the city of Brisbane.
(c) Year 2010 - Phases I, II and III:
(Supplemental Impact T-3) Hillside Boulevard/Chestnut Avenue. Same mitigation as
Supplemental Impact T-t.
(2) Intersection Geometric Improvements
(a) Year 2000 - Phase I:
· (Supplemental Impact T-4) Hillside Boulevard/Chestnut Avenue. Same mitigation as
Supplemental Impact T-t.
(b) Year 2010 - Phase I:
· (Supplemental Impact T-5) Sister Cities Boulevard/Bayshore Boulevard/Airport
Boulevard/Oyster Point Boulevard.
The intersection geometric improvements only, or the southbound to eastbound f1yover
off-ramp only, as recommended for 2010 Base Case (without project) conditions, would
also provide acceptable operation for 2010 Base Case with proiect Phase I conditions.
Project Phase I should provide a fair share contribution towards geometric improvements
or to the flyover.
Resultant peak hour operation: LOS D in the AM peak hour; LOS C in the PM peak hour
with lane additions only -- LOS B in the AM peak hour; LOS D in the PM peak hour with
the flyover only.
· (Supplemental Impact T-6) Hillside Boulevard/Chestnut Avenue. Implement mitigation
recommended for Supplemental Impact T-t.
WP51 \548\DSEIR\lV-C.548
T errabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
IV.C. Transportation
Page 146
(c) Year 2010 - Phase I, II and III:
Year 2010 Base Case plus project Phases I, II and III mitigation needs without and with
the southbound off-ramp flyover are diagrammed in Figures 25 and 26, respectively.
. (SupplemefJtallmpact T-7) Sister Cities Boulevard/Bayshore Boulevard/Airport
Boulevard/Oyster Point Boulevard. Implement one of the following alternative
mitigations:
(1) Complete Intersection Improvements. Recommended 2010 Base Case without
Project improvements would also provide acceptable operation with the project. Provide
a fair-share contribution from each project phase towards these recommended Base
Case intersection improvements (see Figure 25); Le.:
Bayshore Boulevard southbound - add a third left-turn lane
Airport Boulevard northbound - provide 1 left-turn/2 through/1 right-turn lanes
Oyster Point Boulevard westbound - add a second through lane
Sister Cities Boulevard eastbound - add a second left-turn lane
Resultant peak hour operation: LOS D in the AM peak hour; LOS C in the PM peak
hour.
(2) Construct Southbound Flyover Off-ramp. With a southbound to eastbound flyover
off-ramp, the geometries recommended at this intersection for the 2010 Base Case
conditions with the flyover and without the project would not provide acceptable operation
with the project (see Figure 26). To mitigate this deficiency, add a second left turn lane
to eastbound Sister Cities Boulevard, with a fair-share cost contribution from each project
phase. Figures 27 and 28 present AM and PM peak hour Base Case plus Total Project
(Phases I, II and III) traffic volumes, respectively, with the proposed flyover mitigation.
Resultant peak hour operation: LOS C in the AM peak hour; LOS D in the PM peak
hour.
· (Supplementsllmpact T-B and T-11) Oyster Point Boulevard/Dubuque Avenue/US 101
northbound on-ramp. Implement one of the following alternative mitigations:
(1) Complete Intersection Improvements. Recommended Year 2010 Base Case
without project improvements would also provide acceptable operation with the project.
Provide a fair-share contribution from each project phase towards these recommended
Base Case improvements; Le.:
Oyster Point Boulevard westbound - add a second right-turn lane
Oyster Point Boulevard eastbound - add two through lanes
WP51 \548\DSEIRI/V-C.548
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T errabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
IV.C. Transportation
Page 149
Resultant peak hour operation: LOS D in the AM peak hour; LOS B in the PM peak
hour.
(2) Construct Southbound Flyover Off-ramp. With the southbound to eastbound flyover
off-ramp, also add an additional right-turn lane to the westbound Oyster Point Boulevard
intersection approach, with a fair-share cost contribution from each phase of the project.
Resultant peak hour operation: LOS C in the AM peak hour; LOS C in the PM peak
hour.
(Supplemental Impact T-9) Dubuque Avenue/US 101 northbound off-ramp/US 101
southbound on-ramp. 2010 Base Case without Project improvements would also provide
acceptable operation with the project. Provide a fair-share contribution from each project
phase towards recommended Base Case improvements (addition of a second left turn
lane to the northbound Dubuque Avenue approach.)
Resultant AM peak hour operation: LOS D
(Supplemental Impacts T-10 and T-12) Bayshore Boulevard/US 101 southbound
ramps/project commercial access. Implement one of the following alternative mitigations:
(1) Complete Intersection Improvements. Provide a fair-share contribution from each
project phase towards to the following lane additions to the base geometrics presented
on Figure 25:
· Off-ramp westbound - add a third left-turn lane
· Bayshore Boulevard southbound - add a second left-turn lane and a third through
lane, and widen the southbound on-ramp to
accommodate two travel lanes near Bayshore
Boulevard.
· Bayshore Boulevard northbound - add a second left-turn lane
. Project driveway eastbound - add a second through lane
In addition, provide a channelized median opening at the north driveway to the project
commercial portion along Bayshore Boulevard to allow left turn inbound movements (in
addition to proposed right turn in and outbound movements).
Resultant peak hour operation: LOS D in the AM peak hour; LOS C in the PM peak
hour.
(2) Construct Southbound Flyover Off-ramp. With the southbound to eastbound flyover
off-ramp, also add a second through lane to the eastbound project commercial access to
the base geometrics presented in Figure 26, with a fair-share cost contribution from each
project phase.
WP51 \548\DSEIR\I v-c. 548
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YEAR 2010 BASE CASE PLUS PROJECT
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T errabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
IV.C. Transportation
Page 152
Resultant peak hour operation: LOS D in the AM peak hour; LOS D in the PM peak
hour.
(Supplemental Impact T-13) Hillside Boulevard/Chestnut Avenue. Implement mitigation
recommended for Supplemental Impact T-1.
(3) Freeway Operation Improvements
(a) Year 2000:
No significant impacts identified; no mitigation required.
(b) Year 2010:
(Supplemental Impact T-14) Year 2010 - Phases I, /I and III. Caltrans does not plan to add
additional travel lanes along the segment of US 101 between the Oyster Point Boulevard
interchange and South Airport Boulevard interchange undercrossing by the year 2010.
Therefore, mitigation of projected unacceptable commute peak period operational impacts
would require a combination of transportation system management (TSM) measures to reduce
peak hour demand. Such measures should include incentives to car/vanpool, increased'
transit availability, provision of flex time working hours for employees, expansion of employee
telecommuting, etc.
The project Phase III commercial area would be responsible for most of the project-related
impact to this segment of US 101. All project businesses must comply with the South San
Francisco TSM ordinance to reduce commute peak hour travel on US 101.
(4) Freeway Ramp Improvements
(a) Year 2000:
No significant impacts identified; no mitigation required.
(b) Year 2010:
(Supplemental Impact T-15) Year 2010 - Phases I, /I and III: US 101 Southbound off-ramp
to Bayshore Boulevard. Each phase of the project should provide a fair share contribution
towards recommended Base Case improvements. This would reduce impacts at this location
to a less than significant level.
(Supplemental Impact T-16) Year 2010 - Phases I, /I and 11/: US 101 Northbound off-ramp
to Dubuque A venue. Each phase of the project should provide a fair share contribution
towards recommended Base Case improvements. This would reduce impacts at this location
to a less than significant level.
WP51 \548\DSEIRI/ v-c. 548
T errabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
IV.C. Transportation
Page 153
(5) Colma Intersection Mitiaations
(a) Year 2000:
No significant impacts identified; no mitigation required.
(b) Year 2010:
(Supplementsllmpact T-17) Year 2010 - Phases I, /I and 11/: Hillside Boulevard/Serramonte
Boulevard. Require that project phases II and/or III provide a reasonable fair share
contribution towards improvements needed at this intersection by 2010 if it is operating
unacceptably during the peak hour. The contribution should be in proportion to the volume of
project traffic passing through the intersection in relation to the total traffic volume. In
addition, any major new development projects in the town of Colma located along or in close
proximity to Hillside Boulevard should be required to provide their fair share contribution
towards needed improvements along Hillside Boulevard in South San Francisco.
WP51 \548\DSEIRII v-c. 548
Terrabay Project
City of South San Francisco
January 4, 1996'
Draft SEIR
IV.C. Transportation
Page 154
WP51 \548\DSE/R\/V-C.548
T errabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
IV.D. Soils and Geology
Page 155
D. SOILS AND GEOLOGY
This SEIR chapter describes project impacts related to geology, soils, and seismicity. The
chapter includes: (1) a description of the existing soils and geologic setting, focusing on
changes in soils and geologic conditions since the 1982 EIR; (2) a summary of the impact and
mitigation findings of the 1982 EIR; and (3) a supplemental reevaluation of project impacts
and associated mitigation needs based on the changed conditions.
The updated findings in this section were developed by the SEIR engineering geologic and
geotechnical consultant, Harlan Tait Associates (HTA), based on review of 1993 stereo-paired
aerial photographs of the site, a September 1995 site inspection, review of geotechnical
reports completed for the site since 1982, and a review of new and revised geologic
information pertaining to the site.
1. SETTING
8. Existina Settina -- 1982
(1) TOPoQraphy. As shown on Figure 29, the site consists of rolling, gently to steeply sloping
terrain on the south and east-facing slopes of San Bruno Mountain. Site elevations vary from
approximately 25 feet above sea level along Bayshore Boulevard to 575 feet at the tops of
ridges at the northwest corner of the site. Spur ridges extending approximately perpendicular
to the main mountain ridgeline create eight moderately sloping swales which become steeper,
narrower ravines at higher elevations. Nearly half the site is characterized by slopes greater
than 30 percent. Slopes are generally steeper on the east-facing portions of the site.
(2) Bedrock GeoloQY. The northern and eastern portions of the site are mapped as being
underlain by Franciscan sandstone, which is generally hard, strong, erosion-resistant rock not
affected by major faulting. The remainder of the site is mapped as being underlain by
Franciscan melange, which generally consists of deeply weathered claystone, siltstone, and
fragments of sandstone, chert and metamorphic rocks. The melange unit is considered to
represent ancient fault zones.
(3) Soils. Site bedrock is overlain by discontinuous rocky loam soil consisting of colluvium
(slope wash), alluvium (stream deposits), and a small amount of artificial fill. The soils are
classified as part of the Gaviota eroded Rockland association generally found on steep slopes
containing numerous exposures of bedrock. Soil thickness ranges from less than three feet
on the upper slopes to 20 feet in swales.
WP51 \5481DSEJRIIV-D.548
LEGEND
Geologic Units:
~I Of Artificial fill
~I Oa Alluvium
~I OC Colluvium
51 Ols Landslide deposit
ecn Franciscan Complex:
=Ea
Qu.I KJf predominantly sandstone with minor
~~
:::>5 shale beds and melange
..,
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Symbols:
Geologic contact, approximately located
Site boundary, approximately located
Umits of grading completed during Phase I,
appproximately located (CREM, 1991)
Soil creep
Gully
Slope Stability:
Landslide: hachures indicate scarp area;
arrows indicate direction of downslope movement
State of Activity:
1 = Active or Recently Active
2 = Dormant
3 = Quatemary
Certainty of Identification:
1 = Definite
2 = Probable
3 = Questionable
Dominant Type of Movement:
1 = Soil Slip I Earth Row
2 = Debris Slide, including Talus Fall
3 = Debris Row
4 = Slump I Rotational
5 = Translational
Thickness of Deposit:
1 = Less than 5 feet
2 = 5 t015 feet
3 = Greater than 15 feet
NOTES:
1. Geology not shown in areas graded during Phase I.
2. Sources for geologic mapping include:
a} EIP, 1982, Terrabay EIR, Figure 13
b) PSC Associates, 1983, Geotechnical Engineering
Investigation for Terrabay Village and Terrabay Park,
November 15, 1983, Plate 1.
c} Aerial photograph review and reconnaissance-level
field mapping for Terrabay Supplemental EIR, 1995.
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(4) Seismicity. The project site is located in a region of high seismicity. Major regional fault
zones that have been historically active include the San Andreas fault (approximately three
miles southwest of the site), the Seal Cove fault (approximately ten miles southwest), the
Hayward fault (approximately 15 miles northeast), and the Calaveras fault (approximately 27
miles northeast). There are no known active faults crossing the site, and no portion of the site
is located within an Alquist-Priolo Special Studies Zone. However, the area would experience
strong groundshaking during a major earthquake along the San Andreas fault.
Inactive faults near the site include the San Bruno fault (approximately 1.25 miles southeast of
the site) and the City College fault (approximately 2.5 miles north of the site). A trace of the
Hillside fault trends northwest across the site, and a second trace of the Hillside fault has
been mapped northwest of the site.' Fault trenches excavated on the site across these fault
traces revealed no evidence of activity on the Hillside fault.
(5) Landslides. A large number of landslides have occurred on the site (Figure 29). In
addition, many areas are undergoing active soil creep (Le., the slow downslope movement of
surficial soils). All areas proposed for development are affected by landslide and/or soil creep
conditions to some extent.
Some of the major landslides range in maximum thickness from 25 to 35 feet, while numerous
minor landslides are approximately 10 to 15 feet in thickness. These landslide deposits are
susceptible to future sliding.
2. 1982 EIR IMPACT AND MITIGATION FINDINGS
The soils and geology impacts and mitigation measures identified in the 1982 EIR are
summarized in Table 21.
3. SUPPLEMENTAL IMPACT FINDINGS
a. Chanaes in Settina - 1982 to 1995
(1) Topoaraphy. In 1989 and 1990, approximately 80 acres of the site were graded to
accommodate Phase I development. The approximate limits of Phase I grading are shown on
Figure 29. Phase I grading included all grading needed for Terrabay Village and Terrabay
Park in the western portion of the site, and some grading in the central and eastern portions of
the site for construction of Sister Cities Boulevard and South San Francisco Drive, and
drainage catchment basins at the base of three south-facing swales.
, Bonilla, M.G., 1971. Preliminary Geologic Map of the San Francisco South Quadrangle and Part
of the Hunters Point Quadrangle, California: Basic Data Contribution 29, 1 :24,000.
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Table 21
1982 EIR SOILS AND GEOLOGY IMPACT AND MITIGATION FINDINGS
Impact Summary
Vegetation removal during site preparation and
grading would expose site soils to increased
erosion, particularly during the rainy season.
Numerous landslides underlie or are located
upslope from areas proposed for development.
Differential settlement would be expected in cut
and fill ares.
Springs and slope present the potential for
erosion or unstable soil conditions.
Strong groundshaking during an earthquake
could cause landslides, liquefaction in some
fills, and structural anclJor aesthetic damage to
buildings and structures.
Improper drainage of hillside fills or static loads
on incorrectly designed slopes could cause
seismic slope instability.
Proposed large amounts of impervious surlace
could reduce what little groundwater recharge
may occur on the site.
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Mitiaation Summary
The preliminary design criteria for each
proposed development area provided in the
geotechnical feasibility study and general
geotechnical summary should be used as a
guideline for planning. Detailed, design-level
geotechnical investigation for each specific
project site should be conducted to provide
design recommendations for each area.
The grading plans should be reviewed by
project geotechnical engineer after detailed
geotechnical information is obtained from the
design-level investigation of each project
development area.
All grading and site preparation should be done
under the direct supervision of the project
geotechnical engineer in accordance with the
design-level recommendations supplied by the
geotechnical consultant.
Weak or unstable soils should be over-
excavated and replaced with competent
material properly keyed. compacted and
drained.
Fill slopes and cut slopes should be inclined no
greater than 2H:1V unless specifically reviewed
and approved by a qualified soils engineer.
Subdrainage and surlace drains should be
installed to prevent sloughing or raveling of
slopes. Cut slopes should be designed on an
individual basis and approved by the city.
High fill slopes should be overlilled and graded
back to obtain stable surfaces. All fill slopes
must be compacted to city specifications with
no loose outer slopes.
Cut and fill slopes should be planted to reduce
erosion. Cut slopes should be terraced
between benches for silt retention where
appropriate.
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Storm drainage and subdrainage should be
installed and maintained to prevent erosion of
fill.
Retaining walls should be subdrained and
designed to resist pressures appropriate to the
configuration of the backslope.
Graded building sites (cut pads) should be
inspected and treated as necessary by over-
excavation and backfilling per design-level
recommendations provided by the project
geotechnical consultant. Moisture prevention
treatments should be used beneath building
slabs, as appropriate.
All landslides and areas of weak soil in or near
proposed development. should be repaired.
Landslides should be repaired by over-
excavation, installation of subdrains and
engineered backfilling, by the installation of
retaining walls, or by some other geotechnically
appropriate method on the basis of design-level
investigation.
Disturbed areas should be stabilized as quickly
as possible either by vegetation or mechanical
methods.
During construction, limits of grading should be
defined by fencing.
Both temporary and permanent erosion control
measures should be employed.
Slope lengths and gradients should be reduced
as much as possible.
Runoff should be kept away from disturbed
areas using water bars or other diversions
during construction.
Construction sediment should be trapped
before it leaves the site.
Adherence to grading principles and
recommendations to reduce geologic and
hydrologic impacts should be made a condition
of approval of the proposed project. It should
be the responsibility of the City/County to see
that the recommendations are carried out.
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Grading, drainage and erosion control plans
should be submitted to, and reviewed by, the
city/county for each final subdivision during the
phased development of the site. Site-specific
soils and foundation studies for each
neighborhood would be necessary to complete
these plans.
Maps for each final subdivision located along a
fault trace should reference the report
documenting its inactivity. Setbacks should be
provided as warranted.
The project sponsor should investigate
landslide insurance programs. Liability for
landslide damage to on-site and off-site areas
should be clarified.
Construction on hillsides should avoid areas of
potential landslide or erosion problems.
Cut and fill should be balanced within each site;
insofar as possible.
Grading activities during the rainy season
should be avoided. '
SOURCE: EIP Corporation, 1982. Draft Environmental Impact RepOrt for the Terrabav Development
Proiect. San Mateo County, California.
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(a) Terrabay Villaoe Gradino. Prior to grading, the natural topography of the Terrabay
Village portion of the site sloped down towards the south, with two main swales located near
the eastern and western ends of this neighborhood. With the Phase I grading, the lower
portions of these two swales were filled with up to 60 feet of fill material, and cut slopes up to
80 feet high were constructed in the upper slopes of the swales.' (See Figure 29.) Benches
with concrete v-ditches were constructed on most of the cut and fill slopes to intercept surface
runoff. A debris basin was constructed at the upper limit of grading in the western swale.
(b) Terrabay Park Gradina. Prior to grading, the natural topography of the Terrabay Park
portion of the site sloped down towards the south, with three south to southeast-facing swales.
With the Phase I grading, the lower portions of the swales were filled with up to 30 feet of fill
material, and cut slopes up to 60 feet high were constructed in the upper slopes of the
swales.2 (See Figure 29.) Three debris basins were constructed at the upper limit of grading
in the three swales.
(c) Sister Cities Boulevard and South San Francisco Drive Gradino. Prior to grading for
construction of Sister Cities Boulevard and South San Francisco Drive, the natural topography
of the central portion of the site sloped down to the south with three south-facing swales.
With the Phase I grading, the lower portions of t~e swales were filled with fill materials, and
cut slopes were constructed in the lower reaches of the spur ridges separating the swales. A
large cut slope was constructed on the southern and eastern sides of the prominent knoll at
the Sister Cities Boulevard/Bayshore Boulevard intersection. Siltation basins were constructed
in the lower portions of the three swales in the central portion of the site.
(2) Bedrock Geolooy Encountered Durino Gradina. In general, the geologic conditions
encountered during the Phase I grading were considered by the applicant's geotechnical
consultant to be substantially as anticipated.3 However, there were three localized areas
where geologic conditions encountered were substantially different from those anticipated--Le.,
at Landslides C, D, and R (discussed in subsection 1.b.5 below), and at the "Goat Farm" cut
slopes along Parkridge Circle and Skypark Circle in Terrabay Park (see Figure 29).
'PSC Associates, Inc., 1995(a), Gradina RepOrt Showina Summary of Testina and Observation
Services Durina Mass Gradina of Terrabav VilJaae at Terrabav Development, South San Francisco,
California; Job No. 95125.10; July 24,1995. A copy of this report is included in the separate
Geotechnical Appendix to this SEIR, which is available for review at the offices of the city's Department
of Economic and Community Development.
2PSC Associates, Inc., 1995(a).
3PSC Associates, Inc., 1995(a); and PSC Associates, Inc., 1995(b), Gradina Report Showina
Summary of Testina and Observation Services Durina Mass Gradina of Terrabav Villaae at Terrabav
Development. South San Francisco, California; Job No. 95125.10; July 27,1995. A copy of this report
is also included in the separate Geotechnical Appendix to this SEIR.
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Prior to grading of the "Goat Farm" cut slopes in Terrabay Park, it was anticipated that the cut
slopes would expose bedrock along their full length. The planned inclinations and anticipated
long term stability of the cut slopes had been based on the anticipated shallow bedrock
conditions. However, the actual grading of the cut slopes exposed bedrock along only a
portion of the cut slopes, with the remainder of the cut slopes located within alluvial and
colluvial materials. The deposits were interpreted to represent "buried valleys", or deep
valleys eroded into the underlying bedrock, which were subsequently filled in with alluvial and
colluvial deposits from higher slopes. In response, a subsequent additional geotechnical
reevaluation of the cut slopes was prepared by the applicant's geotechnical consultant to
address the consequences of these unanticipated conditions.'
No shear planes or other evidence of landslide movement were observed in the alluvial and
colluvial deposits exposed during grading.
(3) Revised Soils Data. In 1991, a revised Soils Survey was published for the soils of San
Francisco and San Mateo counties by the U.S. Soil Conservation Service (SCS).2 According
to the 1991 Soils Survey, soils developed on bedrock, colluvium, and alluvium in the site
vicinity generally consist of the Barnabee-Candlestick Complex, Candlestick Variant loam, and
Orthents.
Barnabee-Candlestick Complex. This soil type, which occurs on the upper slopes of the site,
is characterized by gravelly, sandy loam which is highly susceptible to slippage (Iandsliding)
when wet. Runoff is rapid to very rapid and erosion potential is high to very high.
Candlestick Variant loam. This soil type, which occurs on the lower slopes and swales of the
site, is characterized by loam to clayey loam that has a moderate shrink-swell potential. On
gentle slopes, runoff is slow to medium, and the hazard of erosion is slight to moderate. On
steep slopes, runoff is rapid and the hazard of erosion .s high.
Orthents. This soil type, which consists of soils that have been cut and filled for development,
has highly variable characteristics because of the differences in the type and amount of fill
material used. Rl!noff is rapid to very rapid, and erosion potential is very high.
(4) Updated Seismicity Information. The state of knowledge regarding fault activity in the
San Francisco Bay area has advanced considerably since 1982. The probability of a large
(magnitude 7.0 or greater) earthquake along the San Francisco peninsula segment of the San
'PSC Associates, Inc., 1991, Supplemental Geotechnical Evaluation of Completed "Goat Farm" Cut
Slopes, Terrabav Development - Phase I, South San Francisco, California; November 27, 1991, Job
No. 89140.20.
2U.S. Department of Agriculture, 1991. Soil Survey of San Mateo County, Eastern Part and San
Francisco County, California: Soil Conservation Service, 110 pp.
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Andreas fault zone is estimated to be 23 percent over the 30-year period from 1990 to 2010.1
Overall, the total probability that one or more large earthquakes will occur during the same
time period in the San Francisco Bay region is estimated to be 67 percent.
Under the Alquist-Priolo Earthquake Fault Zoning Act (formerly the Alquist-Priolo Special
Studies Act of 1972, revised 1994), Earthquake Fault Zones were established by the California
Division of Mines and Geology along "active" faults (Le., faults along which surface rupture
occurred in Holocene time, that is, the last 11,000 years). According to the current Alquist-
Priolo Earthquake Fault Map for the San Francisco South Quadrangle, the site is not located
within an Alquist-Priolo Earthquake Fault Zone.2
The closest mapped active fault to the site is the San Andreas fault zone located
approximately three miles to the southwest. The estimated maximum credible earthquake of
magnitude 8.3 along the San Andreas fault zone could result in a peak horizontal ground
acceleration at the site of approximately 0.60g.3
One trace of the Hillside fault had been previously mapped as trending northwest-southeast
through the site. The Hillside fault zone separates a fairly coherent block of unnamed
sandstone of Jurassic or Cretaceous age on the northeast from extensively deformed
sandstone and shale of the Franciscan assemblage (Jurassic or Cretaceous) on the
southwest. The fault is not known to be active. The few recorded epicenters in the general
vicinity of the Hillside fault could have been produced by other faults. Seismic information is
insufficient to determine the present activity of the Hillside fault zone.4
A fault investigation of the Hillside fault by the applicant's geotechnical consultant found
evidence of minor faulting, but concluded that the fault was inactive.s In addition, there are
no geomorphic features on the site suggestive of fault traces, such as fault scarps, shutter
1U.S. Geological Survey Working Group, 1990. Probabilities of Large Earthquakes in the San
francisco Bay Region, California: U.S. Geological Survey Circular 10532, 51 pp.
2California Division of Mines and Geology, 1982. State of California Special Studies Zones (Alquist-
Priolo Special Studies Zones Act), South San Francisco 7.5' quadrangle: CDMG, 1 :224,000.
3Using attenuation formulas developed by Sadigh (1989). Horizontal ground acceleration
expresses, as a percentage of the acceleration of gravity, the change in speed at which soil or rock
may be displaced by seismic motion.
4Brabb, E.E. and Olson, J.A., 1986. Map Showing Faults and Earthquake Epicenters in San Mateo
County, California: U.S. Geological Survey Map 1-1257-F, 1:62,5000.
spSC Associates, Inc., 1982(a), Geotechnical Feasibility Study, Phase I, South Slope San Bruno
Mountain, South San Francisco Area, San Mateo County, California: April 5, 1982, Job No. A82103;
PSC Associates, Inc., 1982(b), Geotechnical Feasibility Study, Phase II, South Slope San Bruno
Mountain, South San Francisco Area, San Mateo County, California: May 24, 1982, Job No. A821 03.
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ridges, sag ponds, offset drainage courses, and linear ridges or linear valleys. The report also
concluded that the melange unit, considered to represent an ancient fault and associated
shear zones, has not been active in "historic" time (Le., the Holocene epoch).
A shear zone encountered during the Phase I grading at the "Goat Farm" cut slopes above
Parkridge Circle and Sky Park Circle is believed to be associated with the Hillside fault and
may represent the northernmost splay of the fault zone.' The shear zone ranges in width
from a few feet to over 50 feet, and separates Franciscan sandstone on the north from
Franciscan melange on the south.2 No evidence to suggest that the shear zone was active
was encountered during grading.
No other faults or indications of faults were observed during the Phase I grading.3
(5) Updated Landslide Information. The Phase I grading included repair of four previously
identified landslides: Landslides B, C, D, and R. The geologic conditions encountered during
repair of Landslide B were substantially as anticipated in geotechnical engineering
investigation reports prepared prior to grading operations. However, as explained previously
under "(2) Bedrock Geology Encountered During Grading," geologic conditions were different
than expected at Landslides C, D and R, where "buried valleys" (Le., deep valleys eroded into
the underlying bedrock, which were subsequently filled in with alluvial and colluvial deposits
from higher slopes) were encountered.
Landslide C. A "buried valley" encountered during repair of Landslide C required additional
grading to remove and replace most of the slide materials. A deep keyway and detailed
drainage system were installed as part of the buttress design.4 Repair of Landslide C has
been completed.
Landslide D. Landslide D is located above the western terminus of Parkridge Circle in
Terrabay Park (Figure 29). Prior to the Phase I grading, Landslide D was believed to be a
dormant landslide less than 20 feet thick with relatively shallow active landslides on its upper
surface.5 A tieback wall, consisting of cast-in-place concrete piers approximately 35 feet
'PSC, 1995(a).
2PSC, 1991.
3pSC, 1995(b).
4pSC Associates, Inc., 1989; Landslide "C" Repair Program: Memorandum to Roger Foott
Associates, Jerry Sullivan, W.W Dean & Associates, Maurice Valencia, City of South San Francisco
from Gary Parikh, PSC Associates, dated October 11,1989; PSC, 1995(a).
5PSC Associates, Inc., 1983, Geotechnical Engineering Investigation, Grading Design for Terrabay
Village and Terrabay Park (Neighborhoods A and B), Terrabay Development, South San Francisco,
California: November 15,1983, Job No. A83103-01.
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deep with tie back anchors, was constructed near the middle of the landslide to repair the
relatively shallow surface landslide (upper six to eight feet) and contain potential debris flows.
However, this repair did not address the underlying dormant landslide.
During construction of the tieback wall, sheared clay surfaces were observed in a cut slope
below the wall. Following construction of the tieback wall, nearly horizontal drains
(hydraugers) were installed at various locations to de-water the slope. A buttress key was
then constructed below the tieback wall to remove the sheared clay surfaces and to replace
the sheared material with engineered fill. However, additional shear surfaces were observed
at the base of the buttress key, suggesting the possible presence of continuous shear
surfaces and a significantly deeper and larger landslide.'
To evaluate the potential for Landslide D to be significantly deeper and larger than previously
believed, and to develop a repair scheme, two supplemental geotechnical investigations of
Landslide D were completed, one in 1992 and one in 1995.
The first supplemental investigation, completed in 1992, included 12 soil borings and
installation in 1991 of two slope inclinometers to monitor potential downslope movement of the
landslide.2 Based on the soil borings, it was concluded that Landslide D is an ancient
landslide overlying bedrock of the Franciscan assemblage, and that the upper portion of the
landslide remobilized as a translational landslide along a thick, pre-existing clay layer.
Accordingly, the first incremental investigation proposed remedial measures consisting of
reducing the driving forces of the landslide by removing a portion of the landslide mass,
constructing a shear key above the existing tieback wall, and constructing a second shear key
below the existing tieback wall.
The data from the two slope inclinometers installed in 1991, and from subsequently installed
inclinometers, indicate that there has been no significant downslope movement of Landslide D
since the 1991 slope inclinometers were installed.
The second supplemental investigation, in 1995, generally concurred with the findings of the
first investigation, but refined the estimated extent and depth of the landslide deposit, based
on two additional soil borings, which suggested a shallower landslide plane with a more
limited toe extent.3
lLeighton & Associates, Inc., 1992, Supplemental Geotechnical Investigation, Landslide D, Phase I,
Terrabay Project, South San Francisco, California: January 28,1992, Project No. 1910096-01.
2lbid.
3Geo/Resource Consultants, Inc., 1995(a), "Area D" Slope Stability, Analysis and Remediation,
Phase I, Terrabay Project, South San Francisco, California: July 26, 1995, Project No. 1866-002. A
copy of this report is included in the separate Geotechnical Appendix to this SEIR, which is available for
review at the offices of the city's Department of Economic and Community Development.
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In addition, the second investigation also evaluated five remediation alternatives for Landslide
D and recommended Alternative 4 as the most desirable alternative. This preferred remedial
alternative consists of removing the upper 10 to 20 feet of the landslide mass, constructing a
bottom "shear key" at the base of the landslide, and providing subdrainage improvements.
Upon further review of the preferred remedial alternative by the city and by the previous
investigators, the preferred alternative has been refined to address shallower landslides above
the proposed bottom "shear key," and to lower the groundwater level below the landslide
failure plane by constructing two additional drainage keyways.1 The city approved this refined
remedial alternative on October 6, 1995.2
Landslide R. A "buried valley" was revealed in initial cuts north of the repair work for
Landslide R. There were indications in the exposed cut face that past shearing had occurred
within, or at the base of, the valley fill. The Landslide R repair was expanded to include
excavation of the unstable soil from the "buried valley" cut slopes, keying into stable bedrock,
and replacement of some of the excavated unstable material with engineered fill containing
subdrains.3
b. Supplemental Impact FindinQs
(1) SiQnificance Criteria. According to the CEQA Guidelines,4 exposure of people or
structures to major geological hazards should be considered a significant adverse impact. For
purposes of this SEIR, additional determinations of any of the following project conditions
would be considered additional significant adverse impacts:
(a) Grading and other aspects of the project identified since release of the 1982 EIR that
would alter existing geologic conditions on the site or in the surrounding area in a manner
which may create additional unstable geologic conditions that would expose people and
improved property to significant geotechnical hazards and that would last beyond the short-
term construction period; and
1Geo/Resource Consultants, Inc., 1995(b), Addendum - "Area D" Slope Stability, Analysis, and
Remediation, Phase I, Terrabay Project, South San Francisco, California: September 5, 1995. Project
No. 1866-002. A copy of this report is included in the separate Geotechnical Appendix to this SEIR.
which is available for review at the offices of the city's Department of Economic and Community
Development.
2City of South San Francisco, 1995, Landslide Area D Mitigation: Letter to Sterling Pacific
Management Services from Interim Director of Public Works, dated October 6, 1995.
3pSC Associates, Inc., 1990, Geotechnical Report on Gradina Work to Repair "Buried
Valley"/Landslide "R", Terrabay Development - Phase I, South San Francisco, California; December 10,
1990, Job No. 89140.20.
4State of California, Governor's Office of Planning and Research, Guidelines for Implementation of
the California Environmental Quality Act, 1992, Appendix G, Item r.
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(b) Aspects of the existing project site identified since release of the 1982 EIR, such as
additional underlying geologic soils conditions, or regional seismic conditions, that may expose
people and improved property to significant hazards or would present significant engineering
or construction limitations.
(2) Small, Localized, Post-GradinQ Landslides. In the period since grading for Phase I was
completed, some small, localized landslides up to 40 feet wide and 100 feet long have
occurred on cut and fill slopes throughout the graded area. Some of these landslides blocked
or damaged downslope improvements, including v-ditches and catchment basins. These
slides and affected downslope areas have been recently repaired. However, similar, small,
localized landslides can be expected to occur in the future. Such small, localized slides are
not considered to be a significant hazard to proposed downslope residential development;
rather, their cleanup is expected to be part of the overall project maintenance program.'
(3) Erosional Gullies. Numerous erosional gullies, some up to four feet wide and three feet
deep, have formed on cut and fill slopes throughout the Phase I grading area, resulting in
downslope sedimentation of v-ditches and the storm drainage system. Repairs to date, as
prescribed by the applicant's geotechnical consultant, have consisted of over-excavation of
slope materials below the depth of the gullies, and rebuilding the slopes to original grade
using engineered fill. The repaired slopes have then been hydroseeded and surface water
has been directed away from the slope. However, based on EIR geotechnical consultant
observations and discussions with the city's geotechnical consultant, it is evident that this
problem persists on the cut slopes. Seepage was not apparent at the time of our field
investigation. Observations of the city's geotechnical consultant suggest that the problem is
related to perched groundwater daylighting in the cut slopes, causing piping and erosional
gullies. Gullying persists on some fill slopes due to surface water flow over the slope. The
threat to downslope improvements presented by the continued erosion of the cut and fill slope
faces and the formation of gullies is considered to be a potentially significant adverse impact
(Supplemental Impact G-1).
(4) "Goat Farm" Cut Slopes. Standard geotechnical practice recommends cut slope
inclinations no steeper than 2H:1 V within alluvial or colluvial materials, and shallower slopes
are commonly recommended. Phase I grading cut slope inclinations in alluvial and colluvial
materials at the "Goat Farm" cut slopes are as steep as 1.5H:1 V (horizontal to vertical).
Relatively shallow, localized "earthflow-type" failures have occurred on the "Goat Farm" area
cut slopes and will likely continue to occur. There is also a 10- to 15-foot-thick wedge of
granular material near the catchment basin which has been installed at the base of the "Goat
Farm" cut slopes, which could slump if it were to become saturated or were subjected to
'Eric McHuron, McHuron Geosciences (city's geotechnical consultant), personal communication;
November 6, 1995.
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strong seismic groundshaking.' However, a geotechnical evaluation by the applicant's
geotechnical consultant to address the consequences of the Phase I "Goat Farm" cut slopes
within alluvial and colluvial materials concluded that the completed cut slopes are acceptable
from a geotechnical point of view.2 None of the proposed residential units will be constructed
directly downslope of any of these overly steep cut slopes, but debris could reach the street
and catchment basin at the base of the cut slopes. The applicant's geotechnical consultant
concluded that if such minor slumping and erosion occurs in the future, the existing street will
provide an adequate "buffer" area for collection and clean-up of debris, and such collection
and clean-up should be considered as part of an overall project maintenance program.3
(5) Landslide D. As previously explained, lower and weaker shear surfaces discovered at
Landslide D during the Phase I grading suggests a larger and deeper landslide. Recent
evaluation of Landslide D suggests that the landslide is only marginally stable in its present
configuration. A remedial repair plan for Landslide D was approved by the city on October 6,
1995.4 The plan consists of removing the upper 10 to 20 feet of the landslide mass,
constructing a shear key at the base of the landslide mass, and providing subdrainage
improvements including two additional midslope keyways with subdrainage.5 Repair of
Landslide D has not yet been completed. If Landslide D is not successfully repaired,
continued downslope movement could expose project residents and improvements to geologic
hazards and would be considered a significant adverse impact (Supplemental Impact G-2).
4. SUPPLEMENTAL MITIGATION NEEDS
a. Small, Localized Landslides. The small, localized landslides occurring in the Phase I
graded (cut and fill) areas have been recently repaired. Similar small, localized landslides can
be expected to occur in the future. These landslides are not considered to be a significant
hazard to proposed downslope residential development can be appropriately addressed as a
maintenance problem.6 Include the clean-up and repair of small, localized landslides
occurring in the Phase I and future project phase graded areas as a specific part of the overall
project maintenance program.
'PSC, 1991.
2lbid.
3pSC, 1991.
4Cityof South San Francisco, 1995.
5Geo/Resource Consultants, Inc., 1995(b).
6Eric McHuron, McHuron Geosciences (city geotechnical consultant), personal communication;
November 6, 1995.
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b. Erosional Gullies. (Supplemental Impact G-1) Repair erosional gullies on cut and fill
slopes by over-excavating slope materials below the depth of the gullies and rebuilding the
slope with engineered fill under the direction of the applicant's geotechnical consultant.'
Cover repaired slopes with erosion control blankets and hydroseed. Care should be taken to
water the slopes after hydroseeding to ensure germination of grasses. Surface water should
not be permitted to drain over cut and fill slopes.
In addition, to reduce the potential for erosional gullies on slopes to persist into the future, a
subdrain system to intercept perched groundwater prior to exiting the slope face should be
constructed, using recommendations to be provided by the applicant's geotechnical
consultant. In addition, midslope benches with drainage ditches may be constructed just
below the zone of seepage.
Remove silt and debris from v-ditches and storm drains. Assign responsibility to the city,
project homeowners association, or a local Geologic Hazards Abatement District (GHAD) to
periodically inspect and maintain erosion and sedimentation control facilities.
c. "Goat Farm" Cut Slopes. A geotechnical reevaluation of the Phase I "Goat Farm" cut
slopes which has been conducted by the applicant's geotechnical consultant to address the
consequences of steep cut slopes within alluvial and colluvial materials concluded that the
completed cut slopes are acceptable from a geotechnical point of view.2 However, some
minor slumping and erosion has occurred, and can be expected to occur in the future. The
applicant's geotechnical consultant has concluded that if minor slumping and erosion occurs in
the future, the existing street will provide an adequate "buffer" area for collection and clean-up
of debris, and that such collection and clean-up should be considered as part of an overall
project maintenance program.3 The city's geotechnical consultant concurs that minor
slumping on the cut slope will continue to occur, but that it poses no significant hazard to
proposed downslope residential development and is appropriately considered a maintenance
problem.4 Include the clean-up and repair of such minor slumping on the "Goat Farm" cut
slopes as a specific part of the overall project maintenance program.
d. Repair of Landslide D. (Supplemental Impact G-2) To reduce the threat to project
residents and improvements from continued downslope movement of Landslide D to a less
than significant level, implement the remedial repair plan for Landslide D which was approved
by the city on October 6, 1995. To ensure correct implementation of the repair plan, the
'PSC. 1995(a) and 1995(b).
2pSC, 1991.
3pSC. 1991.
4Eric McHuron, McHuron Geosciences (City geotechnical consultant), personal communication,
November 6, 1995.
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applicant's geotechnical consultant should be onsite during construction for grading
observation, density testing of engineered fill, observation of the installation of subdrainage,
and confirmation of anticipated geologic conditions. A summary report of the observation and
testing services provided during the landslide repair should be prepared and submitted to the
city. The report should include an as-built geologic map. A long-term monitoring plan of
selected existing piezometers and slope inclinometers should also be proposed, reviewed by
the city, and implemented by the applicant's geotechnical consultant.
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E. DRAINAGE AND WATER QUALITY
This chapter describes potential project impacts on drainage, flood control and water quality.
The chapter presents a description of the existing hydrologic setting, focusing on changes
since the previous 1982 EIR, followed by a summary of the impact and mitigation findings of
the 1982 EIR, and a supplemental reevaluation of project impacts and mitigation needs based
on the changed conditions.
1. SETTING
8. Existlna Settina -- 1982
(1) Climate. The average rainfall in South San Francisco is about 20 inches per year with
most rainfall occurring between October and March. Prevailing winter winds increase total
rainfall on the south-facing slopes of the project site.
(2) Surface HydroloQY. The 332-acre project site occupies the lower areas of two watershed
sub-basins on San Bruno Mountain:
. In 1982, the south-facing portion of the site was part of a larger 552-acre watershed that
drained into the South San Francisco-Paradise Valley drainage system. Prior to
construction of the project Phase I storm drainage improvements, including the new
Sister Cities Boulevard collection system, the portion of this watershed west of Arden
Avenue drained into the city's existing municipal storm drainage along Hillside Boulevard,
and while ~he portion east of Arden Avenue had no defined municipal storm drainage
system, drainage from this portion of the site filtered through backyard drainage systems
to Randolph Avenue and east to Airport Boulevard.
· In 1982, the east-facing portion of the site was part of a 182-acre watershed that drained
into Bayshore Boulevard roadside ditches, which fed into culverts under US 101 to a
drainage ditch located east of and parallel to the freeway. This ditch ultimately drained
to San Francisco Bay.
The steep (greater than 30 percent) slopes above the project site were not drained by any
major streams, but several seasonal streams had cut well-defined channels that appeared as
ravines on steeper slopes and as swales on shallower slopes. Given the steep slopes and
fairly impervious, easily saturated soils of the site, a runoff coefficient of greater than 50
percent was considered representative of the site's existing surface hydrology in 1982.
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(3) Groundwater. Several springs and ponded drainage areas above landslides were
identified in the 1982 EIR at the western end of the site. Standing groundwater levels
reported in various onsite bore holes varied considerably, and were considered to represent
shallow seepage of infiltrated surface water rather than a true water table.
(4) Local Flooding. In 1982, no part of the project site was within a designated 100-year
flood zone, although much of the nearby area east of US 101 and north of Oyster Point
Boulevard was in a 100-year flood zone.
b. Chanaes In Settlna - 1982 to 1995
(1) Overview. Since the 1982 EIR was prepared, the following changes have occurred that
have affected hydrologic conditions on the project site and in the vicinity:
· on- and off-site project-related municipal storm drainage system improvements have
been constructed;
· the city of South San Francisco and county of San Mateo have adopted a joint powers
agreement for maintenance of catchment basins on San Bruno Mountain;
· the county of San Mateo has indicated that a portion of the San Bruno Mountain storm
drainage system (Le., the catchment basins and ditches on the southern slope of San
Bruno Mountain) is not functioning adequately; and
· federal and local regulations have been adopted to more stringently control water quality
in local storm drainage systems.
These changes are discussed below.
(2) Floodino and Groundwater Conditions. No recorded changes in flooding conditions have
occurred since 1982,1 and no changes have occurred in the project that would affect its
relationship to the 100-year flood zone as described in the 1982 EIR. Similarly, no changes
have occurred in the project or in existing groundwater conditions that would affect the 1982
EIR's conclusion that the project would not have a significant impact on groundwater quantity
or flows.2 Flooding and groundwater conditions described in the 1982 EIR are therefore
assumed to be unchanged for purposes of this SEIR analysis.
(3) Post-1982 Storm Drainage Improvements. Since 1982, all storm drainage improvements
associated with Phase I, and the Phase II storm drain trunk line, have been installed. These
1Telephone conversation with Ray Towne, Interim Public Works Director, city of South San
Francisco, September 1,1995. The most recent Federal Emergency Management Agency (FEMA)
Flood Insurance Rate Maps for the project site and vicinity were prepared in 1981.
2City of South San Francisco, Initial Study for the Terrabay Specific Plan and Development
Aareement Extension, prepared by Wagstaff and Associates, August 1995, items 3(f) and (g), page 15.
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improvements carry most runoff from the Phase I and II development areas (and associated
upstream areas) east across US 101 and north to San Francisco Bay (see "Relationship to
Existing (1982) City Storm Drainage System" below for discussion of the portion of the system
that does not follow this drainage course).
The installed Phase I and II storm drainage improvements consist of the following:
(a) V-ditches and associated catchment basins along the southern slope of San Bruno
Mountain. Most of the constructed ditches in this southern slope area drain runoff into
catchment basins that have been installed at the foot of ravines on the project site. The
ditches, some of which are located within the city limits of South San Francisco and
some within the county of San Mateo's jurisdiction, are currently owned by the project
applicant. The catchment basins are all located within the city limits and are currently
owned by the applicant. The ditches and catchment basins were constructed in 1990-
1991, and depending on their location are intended to be maintained by a single public
authority established through a joint powers agreement between the city and the county
(see further discussion under item 4 below). The catchment basins drain runoff into:
(b) Storm drain trunk lines, which extend through the project site and under Sister Cities
Boulevard to US 101. These lines, which are within the city limits and are to be
dedicated to the city, carry runoff into:
(c) A box culvert and drainage channel within Caltrans right-of-way. Runoff from the culvert,
located under US 101, flows into the drainage channel on the opposite side of US 101,
which extends north to an area near Sierra Point, where it discharges into San Francisco
Bay. Caltrans owns the culvert and drainage channel and is responsible for their
maintenance. The culvert and drainage channel improvements were constructed in
1990.
(4) Status and Capacity of Post-1982 Storm Drainaae System. In accordance with the
Terrabay Specific Plan District zoning, project-related storm drainage improvements have
been designed with capacity to accommodate the 100-year storm or the worst storm on
record, whichever is worse (Section 20.63.080(B)(2) of South San Francisco Municipal Code
Chapter 20.63, Terrabay Specific Plan District, adopted February 2,1983). All necessary
municipal storm drainage improvements for Phase I of the project have been completed. The
on-site storm drainage improvements for Phase II and Phase III of the project have not been
completed.' The box culvert under US 101 and the associated drainage channel
improvements were constructed with capacity to serve buildout of the Terrabay project, and no
'Telephone conversation with Richard Harmon, Senior Engineering Technician, City of South San
Francisco Engineering Division, September 1, 1995.
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further improvements to this portion of the system are expected to be necessary to serve the
project.1
The storm drainage improvements constructed for the project generally bypass the city of
South San Francisco system that was in existence in 1982. One exception is a portion of the
developed Phase I area near the project site entrance; runoff from this area drains into the
existing municipal storm drain system under Hillside Boulevard and discharges into Colma
Creek. The city of South San Francisco determined that connection to the existing municipal
system was acceptable for this portion of the project site because (a) the elevation of this area
was too low to allow it to be served by the project's new main trunk line, and (b) the
installation of storm drainage improvements in this area resulted in a net decrease in the
amount of runoff handled by the existing city system.2
(5) Adoption of Joint Powers Aareement. On June 21, 1983, the City of South San
Francisco and the County of San Mateo adopted a "Joint Exercise of Powers Agreement for
Maintenance of Catchment Basins on San Bruno Mountain." The purpose of the agreement is
to establish a single public authority to maintain the catchment basins (and associated access
roads) on the south slope of San Bruno Mountain that are contemplated in the Terrabay
Specific Plan, and to provide a method of funding the maintenance, including associated
liability insurance and administrative costs.3 The agreement established a Joint Powers
Authority (JPA), with a Governing Board consisting of one City Council member, one County
Board of Supervisors member, and one at-large member, to oversee construction of the
catchment basins and access roads and, upon their dedication to the JPA, to provide for their
maintenance.4 The agreement provides that the county will be responsible for funding all
required maintenance and administrative costs.5
Since its establishment in 1983, the Governing Board of the JPA has approved the design of
the catchment basins and has overseen their construction. Recently, however, the JPA has
come to be perceived as a cumbersome entity for ongoing maintenance of the catchment
basins. County staff have proposed the possibility of disbanding the JPA and turning over
1Telephone conversation with John Gibbs, City of South San Francisco Oyster Point Project
Manager's Office, September 5, 1995.
2Telephone conversation with Richard Harmon, Senior Engineering Technician, City of South San
Francisco Engineering Division, September 1, 1995.
3City of South San Francisco and County of San Mateo, "Joint Exercise of Powers Agreement for
Maintenance of Catchment Basins on San Bruno Mountain," June 21, 1983, Section 1, item (b).
4City of South San Francisco and County of San Mateo, Joe. cit., Section 5, item (b).
5City of South San Francisco and County of San Mateo, loc. cit., Section 6.
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basin maintenance responsibilities to the county;' before accepting these responsibilities,
however, the county would require that the apparent malfunctioning of the catchment basins
be corrected (see item 6, "Catchment Basin and Ditch Malfunctioning," below).
(6) Catchment Basin and Ditch Malfunctionina. The county has indicated that the catchment
basins and ditches on the south slope of San Bruno Mountain have not been functioning
adequately, and has requested that the cause of the malfunctioning be determined prior to
dedication of this portion of the storm drainage system to the county. Following a November
8, 1994 inspection, county Department of Public Works staff made the following observations
and recommendations regarding the catchment basins and ditches:
"Ditches. Ditches will have to be cleared of debris. Ditches with cracks within that area
designed to carry water will have to be replaced in accordance with the original ditch
design. Adequate earthen support shall be provided adjacent to the existing ditches.
This is a concern where runoff has been directed outside of the ditches by debris
buildup, and the adjacent slopes have been extensively eroded.
Catchment Basins. Debris and vegetation in the catchment basins will need to be
removed. Catchment basin weepholes will have to be cleared of any debris. Catchment
basin outlet pipes will have to be flushed to ensure that they will function as intended.
Missing metal grates within the catchment basins will need to be replaced. H2
Based on these findings, county staff has requested "adequate studies or reports to show that
the drainage system and catchment basins, in fact, have been properly installed and repaired,
as well as designed."3
(7) Adoption of Federal and Local Additional Stormwater ReQulations. Since 1982,
additional federal and local regulations have been adopted to improve water quality in local
storm' drainage systems.
Federal Regulations. In 1987, the federal Clean Water Act was amended to establish a
framework for regulating municipal and industrial stormwater discharges under the National
Pollutant Discharge Elimination System (NPDES) program. On November 14, 1990, the U.S.
Environmental Protection Agency (USEPA) published final regulations that establish
, Letter from Robert L. Sans. Director of Public Works, County of San Mateo, to Jesus Armas, City
Manager, City of South San Francisco, reo "Agreement for the Maintenance of Catchment Basins-
South Slope of San Bruno Mountain," January 13, 1993.
2Letter from Roman Gankin, Principal Planner, County of San Mateo Environmental Services
Agency. Planning Division. to Lida Budko. Project Planner. Planning Division, City of South San
Francisco, August 3. 1995. page 2.
3lbid.
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stormwater permit application requirements for specified categories of "industries." The
regulations require that stormwater discharges from construction activity on sites of more than
five acres be regulated as an "industrial activity" requiring an NPDES permit.
Local Regulations. On July 22, 1994, the city of South San Francisco adopted a "Storm
Water Management and Discharge Control" program as Chapter 14.04 of the Municipal
Code.1 In accordance with the federal Clean Water Act as amended, the purpose of the
program is to reduce pollutants in stormwater discharges to the maximum extent feasible, and
to control the discharge from spills, dumping, or disposal of materials other than stormwater
into the storm drainage system. The program seeks to ensure consistency with the federal
Clean Water Act, applicable implementing regulations, and the city's general National Pollutant
Discharge Elimination System (NPDES) permit issued by the San Francisco Bay Regional
Water Quality Control Board on September 13, 1993, which remains in effect through June 30,
1998. The program establishes a system of charges for use of the city's storm drainage
system, as well as requirements for construction and operation of activities (e.g., industrial and
commercial facilities, parking lots) that may cause pollutants to enter the storm drainage
system.2
All construction projects in the city are required to comply with the city's current stormwater
control program. Applicants for construction projects on sites of more than five acres are also
required to file a Notice of Intent with the State Water Resources Control Board (and pay a
$250.00 fee) in order to be covered by the city's general NPDES permit; alternatively,
applicants may apply to the State Board for an individual NPDES permit, at a cost of $500.00.
In addition, applicants for construction projects on sites of more than five acres are required to
prepare a Storm Water Pollution Prevention Plan (SWPPP) detailing construction activities that
could cause pollutants and describing measures that will be undertaken to control the
pollutants.3
2.1982 EIR IMPACT AND MITIGATION FINDINGS
The analysis of drainage and water quality impacts and mitigation needs in the 1982 EIR was
based on the Terrabay SpeCific Plan stipulated storm drainage concept, which consists of the
construction of a new on-site drainage system and trunk line to intercept runoff from the open
spaces upstream of the developed areas. No portion of the site was proposed to drain to
1City of South San Francisco, Municipal Code, Sections 14.04.020 and 14.04.030 in Ordinance No.
1145-94, adopted July 22, 1994.
2Telephone conversation with Ray Honan, Senior Source Control Inspector, Office of the
Superintendent of Water Quality Control, City of South San Francisco, September 5, 1995.
1"elephone conversation with Cheryl Mitchell Wade, Storm Water Management Project Coordinator,
City of South San Francisco, September 21, 1995.
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existing city storm drains; rather, the project drainage system would instead transport runoff
directly to San Francisco Bay, thus helping to alleviate existing capacity problems along
Hillside Boulevard and Randolph Avenue. The project applicant was to be responsible for
constructing the system to meet city of South San Francisco standards. Upon acceptance of
the system, it was intended that the city would assume maintenance responsibilities for the
portions of the system dedicated to the city as municipal facilities. The remainder of the
onsite system was intended to be maintained by a private homeowners association or group
of homeowners associations.
The drainage and water quality impact and mitigation findings of the 1982 EIR are
summarized in Table 22.
3. SUPPLEMENTAL IMPACT FINDINGS
a. Storm Drainaae Improvements
The post-1982 installation of storm drainage improvements in accordance with approved plans
for the project does not, in itself, present any new significant adverse environmental impacts
that were not evaluated in the 1982 EIR; with the exception of identified new system
maintenance needs which are described under sections band c below.
b. Joint Powers Aareement
As discussed under the Setting subsection above, the county of San Mateo has recently
raised questions regarding the effectiveness of the 1983 city-county joint powers agreement in
adequately maintaining of project-related catchment basins on the south slope of San Bruno
Mountain, and has proposed disbandment of the Joint Powers Authority. This uncertainty
regarding ongoing maintenance responsibilities for the catchment basins represents a new
potentially significant adverse impact of the project storm drainage system (Supplemental
Impact D-1).
c. Catchment Basin and Ditch Malfunctionina
As discussed under the Setting subsection above, the county of San Mateo has identified
malfunctioning in the project-related catchment basins and constructed ditches on the south
slope of San Bruno Mountain. The possible malfunctioning of this portion of the project
drainage system represents a new potentially significant adverse impact (Supplemental
Impact D-2).
d. Stormwater Reaulations
Amendments to the federal Clean Water Act and the city of South San Francisco's adoption of
a "Storm Water Management and Discharge Control" program as Chapter 14.04 of the
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Table 22
1982 EIR DRAINAGE AND WATER QUALITY IMPACT AND MITIGATION FINDINGS
Impact Summary
Water Quality. Conversion of the site from
grassland to suburban development would
increase the amount of non-point urban \
pollutants flowing from the site to San
Francisco Bay. This would be a project
contribution to a regionally significant
cumulative impact.
Erosion. As explained in SEIR Table 20, which
summarizes soils and geology findings of the
1982 EIR, the project could cause significant
erosion and related impacts due to steep
slopes, the susceptibility of site soils to erosion,
and the large quantity of grading proposed.
Drainaae and Floodina. No significant drainage
or flooding impacts were identified. The project
would increase the area of impermeable
surface on the site, which would increase the
volume and rate of stormwater runoff from the
property. This would be mitigated, however, by
the proposed on-site drainage system and trunk
line that would intercept runoff from the open
spaces upstream of the developed areas.
Groundwater. The addition of large amounts of
new impervious surface would reduce the rate
of any groundwater recharge that did occur on
the south slope of San Bruno Mountain. Since
soil percolation here is fairly low and the static
water table appears to be very deep, and since
no groundwater use is proposed by the project,
the impact of reduced recharge would be less
than significant.
Maintenance. Improperly maintained drainage
facilities could increase sedimentation in
downstream drainage facilities and in San
Francisco Bay.
Mitiaation Summary
The project should include on-site siltation
basins to prevent downstream sedimentation.
The project grading plan should include erosion
control mitigation (as summarized in Table 21
of this SEIR).
Related erosion control mitigation
recommendations are also summarized in SEIR
Table 21.
No mitigation required.
No mitigation required.
See mitigation for water quality impact above.
SOURCE: EIP Corporation, 1982. Draft Environmental Impact Report for the Terrabav Development
Proiect. San Mateo County, California.
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Municipal Code do not present any new significant project-related water quality impacts that
were not addressed in the 1982 EIR (see SEIR Table 21). The new stormwater regulations
do suggest a revision to the water quality-related mitioation measures recommended in the
1982 EIR, however (see section 4, Supplemental Mitigation Needs, below). If these new
mitigation standards are not met, the project could result in a potentially significant adverse
water quality impact (Supplemental Impact 0-3).
4. SUPPLEMENTAL MITIGATION NEEDS
a. Storm Dralnaae Improvements
No new mitigation required.
b. Joint Powers Aareement
(Supplemental Impact 0-1). Consider disbandment of the Joint Powers Authority for
catchment basin maintenance, as proposed by the county of San Mateo. If the Joint Powers
Authority is to be disbanded, work with the county and the project applicant to ensure that the
catchment basins are in proper condition to allow their dedication directly to the county as the
county suggests (see item c, "Catchment Basin and Ditch Malfunctioning," below). If the Joint
Powers Authority is to be maintained, continue to fulfill city responsibilities in accordance with
the joint powers agreement of June 21, 1983.
C. Catchment Basin and Ditch Malfunctionina
(Supplemental Impact 0-2). Require the project applicant to fund a city- or county-
administered independent evaluation of possible malfunctioning of the catchment basin and
ditch drainage system on the south slope of San Bruno Mountain. The evaluation shall
analyze the cause(s) of the apparent malfunctioning (e.g., improper design, installation, or
maintenance) and shall recommend measures to correct any identified problems. Require the
project applicant to comply with any recommended measures prior to dedication of the
catchment basins and ditches to the county and/or JPA.
d. Stormwater Reaulations
(Supplemental Impact 0-3). In addition to the measures recommended in the 1982 EIR for
water quality impacts (see Table 21), require the project applicant to:
(1) Comply with all applicable provisions of the City of South San Francisco "Storm
Water Management and Discharge Control" program (Chapter 14.04 of the
Municipal Code) and five year management plan;
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(2) As required for projects involving construction on sites of more than five acres, file a
Notice of Intent with the State Water Resources Control Board, in order to be
covered by the city's general NPDES permit;.2!: apply to the State Water Resources
Control Board for an individual NPDES permit;
(3) Prepare a Storm Water Pollution Prevention Plan (SWPPP) for city approval and
filing with the NPDES permit, detailing construction activities that could cause
pollutants and describing measures/practices that will be undertaken to control the
pollutants. The SWPPP should, at a minimum, include activities that will:
· stabilize areas denuded due to construction with temporary or permanent
seeding, mulching, vegetative buffer strips, plastic covering, and/or other
measures;
· address the use of sediment controls and filtration measures;
· protect adjacent properties and storm drains by use of vegetative buffer strips,
sediment barriers or filters, mulching, and other appropriate measures;
· address the use of proper construction material and construction waste
storage, handling, and disposal practices; and
· include detailed Post Construction Treatment Controls Best Management
Practices (BMPs) to protect the storm drains and water quality after
construction is completed.
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F. VEGETATION AND WilDLIFE
This section of the SEIR updates the description of biotic features on the project site, and
reevaluates potential project impacts and associated mitigation needs. The current vegetation
and wildlife setting is first described, including the most current pertinent rare and endangered
plant and animal species listings and population distribution information, and the project
relationship to the 1982 San Bruno Mountain Habitat Conservation Plan (HCP). The impact
and mitigation findings of the 1982 EIR are then summarized, followed by a supplemental re-
evaluation of project biotic impacts and mitigation needs. The re-evaluation reflects changes
in the listing status of pertinent rare and endangered species, changes in the populations and
distribution of these species, the possible presence of additional species of concern on the
project site, and the status of onsite implementation of the HCP (project-related restoration
activities, etc.).
The findings in this section were developed by the SEIR biological resources consultant,
Thomas Reid Associates, based on 12 years of butterfly monitoring and rare plant survey
data, a recent burrowing owl survey of the project site, review of aerial photographs and
previous environmental documents for the site, and a recent assessment of the status of
project habitat restoration efforts. Thomas Reid Associates has managed implementation of
the HCP since its adoption in 1983.
1. SETTING
a. Veaetation
(1) Plant Communities. Although the vegetation on the project site consists almost entirely
of annual grassland, substantial floral diversity exists, generally related to topography and
exposure. The grasslands themselves can be divided into those dominated by introduced
plants and those retaining substantial native plant components. Areas of sparse soft-
chapan:al cover certain hillslopes; ravines and water courses support riparian-like vegetation.
(a) Non-Native Grassland. The more level portions of the site, approximately below the 400-
foot elevation, are composed mostly of non-native annual grasses and herbs, including
slender wild oat (Avena barbata), wild oat (Avena fatua), ripgut brome (Bromus diandrus), and
squirrel-tail fescue (Vulpia bromoides). The better moisture holding capacity of the deeper,
better watered, alluvial soils in these more level areas compared to the slope areas above,
allow a longer growing season resulting in higher grassland productivity.
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(b) Native Mixed Grasslands. The upper slopes and ridges of the project site provide a
variety of different grassland habitats with substantial native plant components. The dominant
vegetation here is valley needle arassland, which typically occurs on dry, south slopes.
Purple needlegrass (stipa pulchra) predominates; other species include California melic grass
(Melica Californica), blue wild rice (Elymus glaucus), June grass (Koeleria macrantha), big
squirrel-tail grass (Sitamion jubatum), foothill needlegrass (Stipa lepida), San Francisco blue
grass (Poa unilateralis), coast iris (Iris longipetala), mule ears (Wyethia angustifolia), soap
plant (Chlorogalum pomeridianium), Ithuriel's spear (Triteleia laxa), blue dicks (Sisyrinchium
bellum), and Helianthella castanea.
(c) Soft Chaparral. On some onsite slopes, a variety of shrubby plants typical of soft-
chaparral, mostly Coyote brush (Baccharis pilularis), are mixed with the grassland at low
densities. This shrubby element is best developed on the steep slopes above the
northeastern and western portions of the site.
(d) Riparian-Like Areas. The ravines traversing the site's upper slopes create a variety of
microclimates favorable for the growth of plants requiring greater moisture.
(2) Sensitive Plants. There are several rare plant species found on San Bruno Mountain,
including two California state-listed endangered plants, Arctostaphylos pacifica and A.
imbricata, and a federally listed endangered plant, Lessingia germanorum germanorum.
These rare plants, their current status (which for some species has changed since 1982), and
their occurrence on San Bruno Mountain are presented in Table 23 and described below,
based largely on information from the California Native Plant Society (CNPS). Botanical
surveys have been conducted throughout San Bruno Mountain to document the occurrences
of these plants. No occurrences of any of these plants have been documented on the project
site.
· Arabls blepharophylla (Coast Rock cress) is endemic to the San Francisco Bay Area
from Sonoma County south to Santa Cruz County. It is rare, but not endangered. On
San Bruno Mountain, A. blepharophylla is mostly found on rock outcroppings and
occasionally on the surrounding grassy slopes and areas of thin soil.
· Collinsia franciscana (San Francisco collinsia) is endemic from San Francisco to the
Monterey Peninsula. It is an occasional annual found in level grassland and on shaded
slopes. On San Bruno Mountain, it has been located from Calma Canyon to the west
and on the north-facing slopes above Brisbane.
· Arctostaphylos Imbricata imbricata (San Bruno Mountain manzanita) is endemic to
San Bruno Mountain. It is common in grassy ridges and slopes with shallow rocky soils
from Kamchatka Point to Powerline Ridge. The population appears to be slowly
increasing with two new plants now growing with a colony of A. uva-ursi forma coactilis
along the San Bruno Mountain ridge trail just east of the summit parking lot.
· Arctostaphylos imbricata montaraensis (Montara Mountain manzanita) is endemic to
Montara Mountain and San Bruno Mountain. On San Bruno Mountain, it occurs on rocky
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Table 23
RARE PLANTS ON SAN BRUNO MOUNTAIN
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Scientific Name
Arabis blepharophylla
Collinsia franciscana
Arctostaphylos imbricata imbricata
Arctostaphylos imbricata montaraensis
Arctostaphylos pacifica
Erysimum franciscanum
Grindelia maritima
Helianthella castanea
Lessingia germanorum germanorum
Silene verecunda verecunda
Common Name
coast rock cress
San Francisco collinsia
San Bruno Mt. manzanita
Montara Mt. manzanita
Pacific manzanita
Franciscan wallflower
San Francisco gumplant
Diablo helianthella
San Francisco lessingia
San Francisco campion
R-E-D Code*
1-1-3
1-1-3
3-3-3
3-2-3
3-3-3
1-2-3
3-3-3
3-2-3
3-3-3
3-2-3
SOURCE: CNPS Rare Plant Inventory, 1994.
*RARITY (R):
ENDANGERMENT (E):
DISTRIBUTION (D):
1 = rare, 2= several populations, 3= one population
1= not endangered, 2= endangered in portion of range, 3= endangered
throughout range
1 = widespread, 2= rare outside California, 3= endemic to California
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or shallow soil in coastal scrub near Pacific Rock. This area continues to be the only
remaining population. The San Bruno Mountain population is stable and is composed of
an even-aged stand with all individuals being approximately 26 years old.
· Arctostaphylos pacifica (Pacific manzanita) is endemic to San Bruno Mountain. It is
found only on a sandstone outcrop near Pacific Rock close to the mountain's summit.
· Erysimum franclscanum spp. franclscanum (Franciscan wallflower) is endemic to the
San Francisco Bay Area from Sonoma County to Santa Cruz County. It is a biennial to
short-lived perennial which is occasional on grassy, rocky slopes and in open coastal
scrub communities.
· Grindelia maritima (San Francisco gumplant) is endemic to San Francisco and San
Mateo Counties. It is occasionally found on open hillsides and in open coastal scrub
communities. The taxonomy of this plant is currently being examined by botanists to
determine if it should be lumped with other species of Grindelia.
· Helianthella castanea (Diablo helianthella) is endemic to the San Francisco Bay Area
with occurrence limited to a few restricted populations. On San Bruno Mountain,
populations of this plant are only found in the hills above Brisbane.
· Lessingia germanorum germanorum (San Francisco lessingia) was recently listed as
an endangered species by the U.S. Fish and Wildlife Service. It is endemic to San
Francisco and northern San Mateo County. It is associated with sandy soils and is found
only in the San Francisco Presidio and on the west side of Reservoir Hill on San Bruno
Mountain.
· Silene verecunda verecunda (San Francisco campion) is found on San Bruno Mountain
on the south side of the southeast ridge at the telecommunications property site. It is
associated with rocky outcrops just below the radio towers.
b. Wildlife
(1) Habitat Quality and Wildlife Use. Wildlife use of the project site is typical of annual
grassland and brushland areas throughout the San Francisco Bay region, except for the
presence of certain rare and endangered species, most notably grassland butterflies.
Although the home range and habitat requirements of certain small mammals and birds may
be contained entirely within the project boundaries, many local animals would be expected to
range more widely, taking advantage of the open space and additional resources available
offsite.
Since completion of the 1982 EIR, habitat quality and wildlife use of the project site have been
diminished by grading of approximately 80 acres between 1989 and 1995 to prepare the site
for Terrabay Phase I.
The expansive grasslands of the site afford prime foraging habitat for raptorial birds which
may hunt but probably do not nest within the project boundaries. A variety of resident
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songbirds are found in the grasslands and more densely vegetated ravines. San Bruno
Mountain is also visited by migratory species, although the relatively limited nature of onsite
trees and shrubs, and the site's location away from the ocean, do not suggest extensive use
of the site by migratory species.
Reptiles, including various snakes and lizards, are often associated with the more rocky
portions of the site. Small mammals which are expected to use the project site include black-
tailed hare, California vole and California ground squirrel. Wide-ranging carnivorous mammals
may include gray fox and long-tail weasel. Deer may occasionally reach the project site, but
due to the proximity of the site to urbanized areas and the absence of tall vegetative cover,
substantial deer use is not expected.
(2) Sensitive Wildlife Species. San Bruno Mountain contains habitat for four rare butterfly
species, two of which are federally-listed endangered species. The butterflies are dependent
on specific host plants on which the larvae (caterpillars) feed (larval food plants) and the
adults (butterflies) nectar (nectar plants). The presence onsite of the larval food plants
indicates the likelihood that the butterflies are present on the site during the 9 to 10 months of
the year that adult insects are not detectable. The onsite density of larval food plants and mix
of other plants are indicators of habitat quality. Table 24 lists the rare butterflies on San
Bruno Mountain, their status, and larval food plants.
Other rare wildlife species which have the potential to live on San Bruno Mountain, but which
have not been confirmed there in recent years include:
. the San Francisco garter snake (Thamnophis sirtalis tetrataenia), a federally listed
endangered species; and
. the San Francisco forktail damselfly, (/schnura gemina) a federal Candidate species.
. the burrowing owl, (Athene cunicularia) a state Species of Special Concern.
Each of these local sensitive species is discussed below.
Mission Blue Butterfly. The Mission blue butterfly (Icaricia icarioides missionensis),
listed as an endangered species by the U.S. Fish and Wildlife Service (USFWS) in 1976,
is a geographically restricted subspecies of a species widely distributed in weste~n North
America. The best-known locality for this species is on San Bruno Mountain. A remnant
population has long been known to exist on Twin Peaks in San Francisco. Since the
1982 EIR was prepared, two previously unrecorded populations of the Mission blue
butterfly have been discovered: a population about one-quarter of the size of the San
Bruno Mountain population near Skyline College, and a population possibly equal to the
size of the San Bruno Mountain population at the Marin Headlands.
Mission blue larvae feed on three species of lupine: Lupinus albifrons, L. formosus, and
L. variicolor. Adults visit several plants for nectar, including wild buckwheat (Er;ogonum
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Table 24
THREATENED AND ENDANGERED BUTTERFLIES
Butterfly
Federal Status
Larval Food Plants
Mission blue (Icaricia icarioides
missionensis)
Endangered
Lupinus albifrons, L. formosus, L.
variicolor
CalJippe silverspot (Speyeria callippe
callippe)
Candidate
Viola pedunculata
San Bruno elfin (Incisalia fotis
bayensis)
Endangered
Sedum spathulifolium
Bay checkerspot (Euphydryas editha
bayensis) 1
Threatened
Plantago erecta, Orthocarpus
densiflorus
SOURCE: Thomas Reid Associates, August 1995.
1 The Bay checkerspot has the potential to live on San Bruno Mountain but has not been confirmed
there in recent years.
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latifolium), golden aster (Chrysopsis villosa), and blue-dicks (Dichelostemma pulchella).
On San Bruno Mountain, the Mission blue uses the grassland and, to a lesser extent, the
coastal sage scrub habitats. The butterfly's range encompasses approximately two-thirds
of the mountain. It generally occurs at low density, but may reach higher densities where
lupine colonizes locally disturbed areas such as rock outcrops, mudslides, and roadcuts.
The largest and closest Mission blue colony to the site is the southeast ridoe colony,
comprising about 60 percent of the total Mission blue population on the mountain. This
colony is located above the project site, and suitable habitat for the species occurs on
the site where several of the Mission blue host plant species are present, mostly on
ridges or upper slopes.
The Mission blue population on San Bruno Mountain was the subject of an intensive
study in 1981, and has been monitored yearly since then. The 1981 study and
subsequent monitoring were performed by Thomas Reid Associates, the SEIR vegetation
and wildlife consultant. The project site has been included in this ongoing monitoring
program.
Figure 30 shows the estimated distribution of the Mission blue population on San Bruno
Mountain and the project site during the 1991 through 1995 flight seasons, after most of
the Phase I grading had already occurred on the project site. Each square represents an
individual sighting of a Mission blue butterfly made while performing walking transect
surveys for the HCP monitoring program.
Callippe Silverspot Butterfly. The species Speyeria callippe ranges from the Rocky
Mountains to the Pacific coast. The subspecies S. c. callippe, is limited to the San
Francisco peninsula. Tl:te callippe was proposed for listing as an endangered species in
1978 and again in 1994. A decision on the listing has not yet been made.
The callippe's sole larval food plant is the violet, johnny jump-up (Viola pedunculata).
Adults obtain nectar from a number of flowers, including four species of introduced
thistles (Carduus pycnocephalus, C. tenuiflorus, Cirsium vulgare, and Silybum
marianum), a native thistle (Cirsium quercetorum), golden aster (Chrysopsis villosa), wild
buckwheat (Eriogonum latifolium), and coyote mint (Monardella villosa). On San Bruno
Mountain, this butterfly's primary habitat coincides with the grassland areas. Two major
populations of the callippe silverspot occur on the mountain. The southeast ridge
supports approximately 75 percent of the total callippe silverspot population. The project
site contains populations of many of the callippe host plants, including localized patches
of johnny-jump-up, the larval host, generally on the slopes and ridges of the site.
Like the Mission blue, the callippe silverspot was the subject of an intensive study in
1981 and has been monitored yearly since then. Figure 31 shows the estimated
distribution of adult callippe on San Bruno Mountain and the project site.
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T errabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
IV.F. Vegetation and Wildlife
Page 192
San Bruno Elfin Butterfly. The San Bruno elfin butterfly (Incisalia fotis bayensis) was
declared endangered by the USFWS in 1976. Caterpillars feed only on the succulent
plant stonecrop (Sedum spathulifolium). Adults are known to visit several flowers for
nectar, but particularly favor bladder parsnip (Lomatium utriculatum) when it is available.
The San Bruno elfin butterfly is known only from San Bruno Mountain, Montara
Mountain, and Milagra Ridge in San Mateo County, where it is found in association with
north-facing rock outcrops in coastal sage scrub vegetation.
The elfin has also been monitored on San Bruno Mountain since 1983. Fourteen
colonies are known, all on north-facing slopes within coastal chaparral. The elfin's larval
food plant does not occur on or near the project site.
Bay Checkerspot Butterfly. The Bay checkerspot butterfly (Euphydryas editha
bayensis), listed as threatened by the USFWS in 1987, is a subspecies of checkerspot
found historically in San Francisco, San Mateo, Santa Clara, Alameda, and Contra Costa
counties. It occurs in islands of grassland within chaparral on serpentine-derived or
similar soils. Its primary larval host plant is the small native annual plantain, Plantago
erecta, with owl's clover (Orthocarpus densiflorus) serving as a secondary food plant.
On San Bruno Mountain, the Bay checkerspot had been found on the summit of the
southeast ridge. The population underwent a severe decline following the drought of
1976-1977, it recovered somewhat in the early 1980's, but declined again following the
extremely wet spring of 1983. A few butterflies were seen in 1984 and 1985, but none
have been seen since 1985.
San Francisco Garter Snake. The federally-listed endangered San Francisco garter
snake (Thamnophis sirtalis tetrataenia) is a subspecies of the common garter snake,
Thamnophis sirtalis. It is endemic to the San Francisco peninsula, ranging from Big
Basin Redwoods State Park in the south to the vicinity of San Francisco International
Airport in the north.
The snake prefers areas with year-round fresh water bordered by dense vegetation. It
feeds chiefly on tadpoles and frogs, especially the red-legged frog (Rana aurora) and the
Pacific tree frog (Hyla regilla). Recent studies indicate that the snake is not strictly
aquatic, but will use upland habitats up to 175 yards from wetlands, presumably as
hibernation sites for the winter.
Recent studies have failed to confirm the presence of the snake on San Bruno Mountain.
Potentail habitat for the snake on San Bruno Mountain is mapped in the HCP (p. 11I-8);
none of the mapped potential habitat is within the project sit~. No San Francisco garter
snakes are expected to occur on the site.
San Francisco Forktail Damselfly. The San Francisco forktail damselfly (Ischnura
gamina) is a candidate (Category 1) for federal listing (1984a). It occurs in San
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Francisco, Marin, San Mateo, Contra Costa, and Alameda counties. Damselflies are
found near water and the nymphs are aquatic. Two localities for the damselfly are
historically known in the vicinity of San Bruno Mountain; neither is near the project site.
The damselfly requires wetland habitat similar to that required by the San Francisco
garter snake. This type of habitat does not occur on the project site.
Burrowing Owl. The burrowing owl (Athene cunicularia), a California Species of Special
Concern, is a year-long resident of open, dry grassland and desert habitats throughout
the California deserts, Central Valley, coastal areas, and pinyon-juniper and ponderosa
pine habitats. The owl uses rodent or other burrows for roosting and nesting cover.
Agricultural and urban conversion, along with ground squirrel poisoning programs, have
contributed to the decline of this species. A burrowing owl nest was observed near the
site in the late 1980s. An August 1995 survey of the site for burrowing owls noted
several potential burrowing owl holes. Evening surveys to determine utilization of these
holes found no owls.
C. San Bruno Mountain Habitat Conservation Plan
(1) Purpose. The purpose of the San Bruno Mountain Habitat Conservation Plan (HCP),
adopted in 1982, is to conserve and enhance as much of the remaining natural habitat on the
mountain as possible and thereby provide for the indefinite perpetuation of the Mission blue
and callippe silverspot butterflies on the mountain, and conserve and enhance other rare
species and the unique and diverse ecology of the mountain as a whole.
(2) Development Restrictions. To achieve this purpose, the plan allows for a limited amount
of land to be developed on the mountain in order to preserve and improve the remaining
habitat. The Terrabay Project is included in the development area contemplated in the HCP.
(3) Butterfly Habitat Protection and Enhancement Proaram. The HCP addresses both the
problem of the butterflies' potential extinction and private landowners' desire to develop their
land. The underlying premise of the HCP is that allowing limited development will enhance
the butterflies' survival by making possible the transfer of nearly 800 acres of privately held
lands to the public, by providing the funding source for the conservation and enhancement
activities described in the HCP, and by mitigating the impacts of development through
required compliance with provisions set forth in the HCP. If no HCP biological program were
undertaken, the butterflies would be expected to become extinct from continued habitat loss
due primarily to the spread of invasive exotic plant species and off-road vehicle use.
(4) Section 10(a) Permit. Development approvals on the mountain have required the
issuance of a permit under Section 10(a) of the Endangered Species Act. The HCP was a
supporting document for a consolidated San Bruno Mountain Section 10(a) permit application.
The Section 10(a) permit has been approved, authorizing the taking of some of the butterflies
by development with the understanding that the development, occurring within the framework
of the HCP, is expected to ultimately enhance the overall survival of the species (see Chapter
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V of this SEIR for an additional explanation of the projecfs relationship to the HCP regulatory
and institutional framework).
(5) HCP Implementation Status. Since HCP adoption in 1982, developers have contributed
over $60,000 to fund species' monitoring, exotic pest plant control, and habitat maintenance
and enhancement for San Bruno Mountain. Approximately 221 acres of privately owned
habitat have been or are being developed and an additional 132 acres have been approved
for development or are pending approval. Approximately 732 acres or private property have
been or are assured to be dedicated to San Mateo County as open space, and 200 acres of
private property remain unplanned and have no development proposals pending. The relative
population sizes of the Mission blue, callippe silverspot and San Bruno elfin on the mountain
have fluctuated since 1982 due primarily to environmental conditions such as weather and
fire.
The Terrabay project, known as the "South Slope project" in the HCP, is within the HCP
Southeast Ridge planning area. The project, as currently proposed (Le., the adopted Terrabay
Specific Plan) is generally consistent with the "South Slope project" described in the HCP, with
minor modifications approved by subsequent HCP amendments, as described in section
IV.F.3, which follows. The HCP quantifies Terrabay project impacts on the butterflies and
identifies associated specific mitigation needs. The general HCP approach to the project is to
prevent sudden loss of habitat all at once by phasing the project so that reclamation of cut
and fill slopes with host plant species can begin in Phase I, and be established before the
final phase of development (Phase III) takes place (HCP p. VII-165). The current status of the
project's habitat reclamation program is discussed in section IV.F.4 below.
2. 1982 EIR IMPACT AND MITIGATION FINDINGS
The 1982 EIR found that the Terrabay project would involve permanent removal and
temporary disturbance of various vegetative and associated wildlife habitat resources on the
site, and would result in associated significant adverse impacts on certain species of concern.
Vegetation and wildlife impacts and mitigation measures identified in the 1982 EIR are
summarized in Table 25.
3. SUPPLEMENTAL IMPACT FINDINGS
The 1982 EIR identified three types of vegetation and wildlife impacts of the project:
permanent and temporary disturbance of vegetation and associated wildlife habitat; resulting
elimination of a portion of the Mission blue and calJippe populations; and project contribution
to a regional cumulative increase in the probability of extinction of the butterflies. Minor
changes in vegetation and habitat disturbance, and in associated impacts on the Mission blue
and callippe populations, which have occurred since 1982 are describ.ed below. These minor
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Table 25
1982 EIR VEGETATION AND WILDLIFE IMPACT AND MITIGATION FINDINGS
Impact
Veaetation and Habitat Disturbance. The
project as proposed would involve permanent
removal of vegetation from approximately 126
acres of the 332-acre project site, and
additional temporary (construction period)
disturbance (grading followed by reclamation
and revegetation) of an additional 33 acres.
Most of this vegetation would consist of
common non-native annual grassland, but
some would also include native grassland, soft-
chaparral and riparian-like vegetation. The
direct loss of this vegetation and associated
habitat values would be biologically significant
and would contribute to a significant regional
cumulative loss of open wildlife range.
Endanaered Butterflies. The project as
proposed would eliminate an estimated 2.22
percent of the total Mission blue butterfly
population and 0.45 percent of the total callippe
silverspot butterfly population, which could
accelerate and increase the probability of these
species' extinction.
Cumulative Impacts. The project as proposed
would contribute to a regional cumulative
increase in the probability of extinction of
between eight and 15 percent for the Mission
blue butterfly and six to 11 percent for the
callippe silverspot butterfly.
Mitiaation
The project sponsors and future resident
homeowners associations shall fulfill the
landowner/developer obligations identified in
the San Bruno Mountain Habitat Conservation
Plan (HCP) with respect to the project site (e.g.,
dedication of conservation habitat, contribution
to the HCP funding program, phasing of
grading and construction, reclamation and
native plant revegetation provisions, pesticide
control, establishment of vegetated buffer
areas, and inspection provisions).
See above.
See above.
SOURCE: EIP Corporation, 1982. Draft Environmental Impact Report for the Terrabav Development
Proiect. San Mateo County, California.
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changes do not represent a change in the severity of impacts identified in the 1982 EIR, and
no new significant impacts have been identified.
a. Chanaes in Veaetation and Habitat Disturbance
In 1985, the HCP, HCP agreement and Section 10(a) permit were amended to reflect the
precise plan for Terrabay, which slightly changed the areas of temporary and permanent
disturbance to accommodate needed geotechnical repair of landslide areas. The 1982 EIR,
which was certified before adoption of the HCP, indicated that the project would result in
permanent disturbance of 126 acres and temporary disturbance (followed by reclamation) of
33 acres of vegetation. The HCP, adopted in 1983, identified permanent disturbance of 140
acres and temporary disturbance of 33 acres. The amendment increased the area of
temporary disturbance by 25 acres (from 33 acres to 58 acres) and decreased the area of
permanent disturbance by five acres (from 140 to 135 acres).
The HCP allows minor boundary adjustments not to exceed a total of 10 acres of habitat
disturbance to accommodate additional geotechnical repairs that may be needed. During
grading for Phase I (between 1989 and 1995), five minor boundary adjustments were made:
four resulting in temporary disturbance and no lasting habitat damage; one resulted in an
additional 0.38 acre of permanent vegetation disturbance. These adustments are well within
the 10-acre allowable total and, therefore, would not represent a significant adverse impact.
b. Post-1982 Chanaes in Proiect Impacts on Endanaered Butterflies
The impacts of development (including the Terrabay project) on the Mission blue and callippe
butterfly populations described in the HCP were based on the proportion of the total species
population found within the proposed development areas. Using this same approach, the
geotechnical repair activity covered by an 1985 HCP amendment was estimated to result in
destruction of an additional one percent of the Mission blue population and 0.1 percent of the
callippe population. These minor development boundary adjustments would therefore be
expected to have a negligible impact. Even without the additional mitigation which is being
provided above and beyond the 1983 HCP requirements, the incremental increase in
destruction of the butterfly populations brought about by the 1985 HCP amendment would
have a less than significant impact on the species' chances of long-term survival.
c. Habitat Restoration Failures
The 1986 South Slope HCP Amendment required two additional project mitigation measures:
(1) restoration of the additional area of temporary habitat disturbance; and (2) funding of an
offsite program of exotic pest plant control on a 10-acre parcel elsewhere on the mountain.
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Between 1989 and 1995, approximately 80 acres of the site were graded to prepare the site
for Phase I development. Of the 80 acres, 50 acres were permanently disturbed and 30 acres
underwent habitat restoration in accordance with the Terrabay Phase I Reclamation Plan,
approved in 1988. However, the restoration work was done during seasons of unfavorable
weather conditions; unusually cold temperatures and subsequent drought killed most emerging
seedlings. A detailed evaluation of the habitat restoration work performed in May 19951
identified severe erosion, a sparse cover of native plants, and vigorous spread of invasive
pest plants in almost all reclamation areas. Butterfly observation data for the period 1991 to
1995 show little use of the restoration areas (Figures 30 and 31). These habitat restoration
failures represent a potentially significant adverse project impact (Supplemental Impact
VW-1 ).
d. Cumulative Impacts
There have been no substantive changes in cumulative vegetation and wildlife impacts from
those identified in the 1982 EIR and in the HCP. The numbers of acres of anticipated
development on San Bruno Mountain has increased slightly due to development proposals on
several parcels originally identified as "unplanned" (those parcels which were not designated
as conserved habitat and for which development plans were not set forth in the HCP). The
number of acres of conserved habitat actually increased slightly due to the purchase of
unplanned parcels by the California Department of Fish and Game.
4. SUPPLEMENTAL MITIGATION NEEDS
As described in the 1982 EIR, the landowner/developer/future residents obligations set forth in
the 1982 HCP and associated 1985 HCP amendments attached to the Section 10(a) permit
compose the required mitigation for project vegetation and wildlife impacts. These obligations
include:
. dedication of conservation areas;
. funding of the conservation activities described in the HCP; and
. compliance with the HCP provisions for phasing of grading and construction, reclamation
and native plant revegetation, establishment of vegetated buffer areas, erosion control,
fencing, pesticide control, and monitoring of construction and reclamation.
Any City of South San Francisco issuance of grading and building permits, and other required
discretionary approvals, is to be conditioned upon compliance with the provisions of the HCP
agreement and Section 10(a) permit. A finding of compliance with the conditions of the
1 Pacific Open Space, June 13, 1995. Letter to Jim Sweenie, Sterling Pacific Management Services
re: Site Evaluation of Terrabay.
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agreement and permit would fulfill the city's obligation under CEOA to assess project impacts
and mitigation needs regarding species of concern.
No new significant impacts or changes in the severity of previously identified significant
impacts have been identified; no new or additional mitigations are necessary. However, the
following minor changes in mitigation are needed to correct the failure of habitat restoration
work performed to date:
a. Reauired Remedies for Habitat Restoration Failures
(Supplemental Impact VW-1) The 1995 evaluation report completed in compliance with the
HCP mitigation monitoring program identified several recommendations for remedying the
failure of the Terrabay Phase I Reclamation Plan habitat restoration work, including certain
regrading measures which would correct erosion and restoration problems without significantly
affecting the Mission blue or callippe populations. The 1995 evaluation report is included in
Appendix E and the report recommendations are summarized below:
· Prior to retreatment of the failed slopes, conduct soil tests to determine the need to use
soil amendments.
· Use a combination of emergent and pre-emergence herbicides to eliminate "weedy" non-
native plants in the restoration areas.
· Use more native grasses, which have proven to be very successful in restoration sites
around the mountain, in the seed mixes; and
· Make erosion control a high priority. Use Soil Guard hydromulch or tackified straw in the
hydroseed mixes to ensure better cover of hydro seeded material. Use erosion blankets
in especially erosion prone areas.
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G. PUBLIC SERVICES
This SEIR chapter describes project impacts relating to public facilities and services, including
police, fire, parks and recreation, schools, water service, sewer service, and recycling program
collection services. The chapter presents a brief description of the existing setting, focusing
on any changes since 1982, followed by a summary of impact and mitigation findings of the
1982 EIR, and a supplemental reevaluation of project impacts and mitigation needs based on
the changed conditions.
1. SETTING
8. Pollee Protection
The entire project site was located within unincorporated San Mateo County in 1982; police
service was provided by the San Mateo County Sheriff's Department. Since then, the portion
of the project site proposed to be developed was annexed to the city (in 1983). Police service
for this area is currently provided by the South San Francisco Police Department. Remaining
unincorporated portions of the site remain under the jurisdiction of the San Mateo County
Sheriff's Department.
(1) City Police Department Staffina. Police Department staffing, organization, operations and
facilities have not changed substantially since 1982. The department has a personnel total of
approximately 105 full-time employees and approximately four part-time employees, including
73 sworn officers of whom 51 are involved in street patrol activity.1
The current per capita ratio of officers is 1.26 per 1,000 population. The Police Department
seeks to maintain a ratio of 1.35 officers per 1 ,000 population in planning for future
development in the city.
(2) City Response Times. The average response time to serious felonies and Priority 1 calls
for the entire city does not exceed three minutes, and is less for the project site. Response to
all other calls for police service does not exceed 15 minutes.2
1 Letter from Sgt. Ron Petrocchi, Planning UaisonlTraffic, City of South San Francisco Police
Department, to Ricardo Bressanutti, Wagstaff and Associates, July 31, 1995.
2lbid.
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(3) Current Service to Proiect Site. The project site is located within South San Francisco
Police Department Beat 4, which is roughly bounded by the project site boundaries on the
north, and by Grand Avenue and East Grand Avenue from Chestnut Avenue to San Francisco
Bay. Each beat is typically staffed with one officer, with between six and nine other officers
(citywide traffic, K-9, training, float, and supervisory units) available for backup and overlap,
depending on the time of day and day of the week. The undeveloped project site is currently
not internally patrolled.1
The Police Department expects to rely heavily on specific-plan-required project onsite security
personnel to report activity of concern. Security design measures recommended by the Police
Department have been incorporated into the Terrabay Specific Plan and development
agreement as approved by the city.
b. Fire Protection
(1) Fire Protection Chanaes Since 1982. The portion of the project site proposed for
development was annexed to the city in 1983 and since then has been provided with fire
protection services by the South San Francisco Fire Department Remaining unincorporated
portions of the site continue to be served by the California Department of Forestry district
office in Belmont
Since 1982, the most notable change in conditions with respect to fire protection services has
been the construction in 1992 of Station 5 within the project site, on South San Francisco
Drive near the project entrance at Jefferson Street. The new Station 5 site has been
dedicated to the city in accordance with the development agreement for the project2 Station
5 includes one engine (relocated from Station 1) and is staffed by one captain, one engineer
and one fire fighter.
(2) Existina (Pre-1982) Provisions. Station 1 (Central Fire Station), located at 201 Baden
Avenue, also continues to provide service to the site; it is equipped with one engine and one
truck, and is staffed by two captains, two engineers, one fire fighter, and one battalion chief.
Emergency medical services continues to be provided from Station 3, located at the municipal
services building at 33 Arroyo Drive near EI Camino Real.3
(3) Current Response Times. The Fire Department maintains a response time goal of 3.5
minutes. The previous response time to the project and adjacent areas of approximately four
1 Petrocchi.
2Development Agreement dated April 14, 1988 between Terrabay and the City of South San
Francisco, section 4.
3Letter from Fred Lagomarsino, Fire MarshaVChief Building Official, to Ricardo Bressanutti,
Wagstaff and Associates, reo "Terrabay Project," August 1, 1995.
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minutes has been improved substantially with construction of Station 5. Backup response
times from Station 1 continue to be about 3.5 to four minutes.
The Insurance Services Office (ISO) rating for the South San Francisco Fire Department is
Class 2 on a service rating scale ranging from 1 (best) to 10 (worst).1
c. Parks and Recreation
(1) Existina Park and Recreation Facilities. The South San Francisco Department of Parks
and Recreation provides park and recreation services throughout the city. The city's current
park inventory includes two community parks, five neighborhood parks, ten miniparks
(including tot lots located in housing developments), six special facilities such as indoor
recreation centers (one with an indoor swimming pool), shared recreation facilities at 13
school sites, and eight linear parks.2
The project site is also located adjacent to San Bruno Mountain State and County Park, a
2,064-acre regional park. Although under both state and county ownership, the park is
operated by San Mateo County as one park. The county owns 1,766 acres (86 percent) of
the facility, including the southeast ridge above the project site. Improvement plans for the
southeast ridge area are limited to trails. Juncus Ravine has been recently dedicated to San
Mateo County and is now included in the San Bruno Mountain State and County Park (see
Figure 5).
(2) ExistinQ Park Standards. The city currently provides approximately one acre of
traditional developed city parkland (mini, neighborhood and community parks) for every 1,000
residents, which is well below the national standard of 5 acres per every 1,000 residents, and
below the amount provided by other nearby, younger cities. Adding existing school grounds
to the developed parklands yields 3.15 acres per 1,000 population, which is closer to the
national standards and is consistent with many nearby cities.3
Due to the mature, developed nature of the city, few opportunities exist to acquire new land
for park development and, because limited additional residential construction is planned, the
city does not expect to be receiving large financial contributions through park-in-lieu fees. For
these reasons, the city's Park, Recreation, and Open Space Master Plan (1990) does not call
for an increased standard for the provision of park acreage. The master plan instead
emphasizes methods other than simple provision of park acreage to adequately serve the
community's recreation needs, including creation of more individual, specialized recreation
1 Ibid.
2City of South San Francisco, Park, Recreation and Open Space Master Plan, July 11, 1990, pages
46 ft.
3Cityof South San Francisco, loc. cit., page 8.
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facilities such as tennis courts, community centers and baseball fields, and improvements in
the location of facilities.l
(3) Park and Recreation Chanaes Since 1982. Park and recreation facilities have been
added throughout the city since 1982. In addition, the City of South San Francisco adopted a
Park, Recreation and Open Space Master Plan in 1990. The plan identifies the project site as
"Planning Area #4," and notes that:2
This area is a planned neighborhood development and will include one baseball and one
soccer practice field at Hillside School, an indoor swimming pool, community center, four-
acre neighborhood park, and linear park along Hillside Boulevard. These facilities will
serve the new neighborhood, the adjacent Sign Hill neighborhood, and will also serve the
entire community.
As part of project Phase I improvements, one baseball and one soccer practice field have
been installed at Hillside Elementary School in accordance with the Park, Recreation and
Open Space Master Plan.
d. Schools
(1) Attendance Areas. The project site is located within three school districts: The South
San Francisco Unified School District (SSFUSD), Brisbane School District, and Jefferson
Union High School District. The SSFUSD boundaries include Terrabay Village, Terrabay Park
and Terrabay Woods, which together would include a total of 125 single family houses and
368 townhomes. The Brisbane School District boundaries include Terrabay Commons and
Terrabay Point, which include 493 multi-family units. The Jefferson Union High School District
boundaries include all of the project area.
(2) South San Francisco Unified School District. Students in the South San Francisco
Unified School District would attend Hillside Elementary School, Parkway Heights Middle
School, and EI Camino High School. All district schools operate on a ten-month basis.
Current Enrollment. During the 1994-1995 school year, Hillside Elementary School had an
enrollment of 343 students, Parkway Heights Middle School had 867 students, and EI Camino
High School had 1,351 students. Hillside Elementary School and Parkway Heights Middle
School are currently operating at capacity.
Future Enrollment. The enrollment in the 1999-2000 school year is projected to be 392
students at Hillside Elementary School, 906 at Parkway Heights Middle School, and 1,187 at
llbid.
2City of South San Francisco, page 21.
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EI Camino High School. There are no imminent plans for new schools or school closures in
the district
(2) Brisbane School District Students in Brisbane School District would attend Brisbane
Elementary School and Lipman Intermediate School. Both schools currently operate on a ten-
month basis.
Current Enrollment. During the 1994-95 school year, Brisbane Elementary School had an
enrollment of 209 students, with three available classrooms and a capacity to serve 285
students, including one special education classroom. Lipman Intermediate School had an
enrollment of 150 students, with capacity to serve 300 students.1
Future Enrollment. The Brisbane School District does not currently plan to increase the
capacity of its schools (e.g., by adding portables), and does not anticipate any school
closures. It is expected that when the Northeast Ridge project is fully developed, enrollment
will increase by 120 students at Brisbane Elementary School and by 60 students at Lipman
Intermediate School. A change in grade configuration may be required to accommodate this
enrollment increase. As enrollment at Brisbane School grows, its lunch and physical
education facilities will become increasingly inadequate.2
Transportation. Brisbane School District does not provide transportation for its students.
Brisbane Elementary School and Lipman Intermediate School are within walking distance of
the project site.3
(3) Jefferson Union Hiah School District Students in the Jefferson Union High School
District would attend Jefferson High School and Westmore High School in Daly City, with most
students expected to attend Jefferson High School. Both schools operate on a ten-month
basis.
Current Enrollment. During the 1994-1995 school year, Jefferson High School had an
enrollment of 1 ,615 students and a capacity to serve 1,655 students. There are currently
"portable" classrooms in use at Jefferson High School, although these have been in use at the
school for some time and are considered permanent classrooms by the District. Westmore
High School had an enrollment of 1,571 students, with capacity to serve 1,625 students.4
1 Letter from Stephen J. Waterman, Esq., Superintendent, Brisbane School District, to Ricardo
Bressanutti, Wagstaff and Associates, reo "Terrabay," September 13, 1995.
2lbid.
3lbid.
4Telephone conversation with AI Pucci, Associate Superintendent, Jefferson Union High School
District, September 21, 1995.
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Future Enrollment. The Jefferson Union High School District does not currently plan to
increase the capacity of its schools and does not anticipate any school closures. Enrollment
at Jefferson High School in the 1999-2000 school year is projected to be 1,720, and 1,890 at
Westmore High School.'
e. Water Service
The California Water Service Company (CWSC), a privately owned utility, provides water
service to South San Francisco. Approximately 90 percent of the water supply for CWSC's
South San Francisco service area comes from the City of San Francisco Water Department;
approximately 10 percent is from CWSC wells. The current CWSC contract with the San
Francisco Water Department, which is in effect through the year 2009, entitles the CWSC to
47,400 acre-feet of water per year, or 42.3 million gallons per day (mgd). Up to an additional
1,530 acre-feet per year can be pumped from groundwater. Thus, the total supply of water
currently available to the city is 48,500 acre-feet per year, or 43.3 mgd. The CWSC projects a
demand of 37,300 to 41,800 acre-feet in the year 2010. Assuming no modification of the San
Francisco Water Department contract, current supply would exceed projected high demand for
the year 2010 by more than 10 percent. 2
Water mains in the vicinity of the project site are located along Bayshore Boulevard, Hillside
Boulevard, Randolph Avenue and Airport Boulevard.
f. Sewer Service
Wastewater services for the project site would be provided by the City of South San
Francisco. The project site is located within Basin 6 of the city's wastewater collection
system. The main interceptor for Basin 6, located on Airport Boulevard, joins a main
interceptor that follows Colma Creek and terminates at the San Mateo Pump Station, from
which wastewater is pumped to the South San Francisco-San Bruno Water Quality Control
Plant.
The city has recently completed a study of wastewater treatment capacity of the South San
Francisco-San Bruno Water Quality Control Plant. The study found that the plant may be
operated with a reasonable factor of safety at 9.0 mgd with the completion of the interim
improvements which are currently under design. It is now treating an average of
approximately 8.0 mgd. A subsequent study, to be completed in 1996, will determine the
treatment plant expansions necessary to accommodate development over the next 20 years.
, Pucci.
2Telephone conversation with Eugene Gravelle, California Water Service Company, September 12,
1995.
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In the meantime, the South San Francisco City Council has recently approved interim capital
improvements to ensure the ongoing reliability of the treatment plant.1
a. Recyclina Proaram Collection Services
In 1989, after the 1982 EIR was prepared, the State of California passed the California
Integrated Waste Management Act (Assembly Bill 939) mandating that, by January 1, 1995,
each California city must divert 25 percent of all solid waste from landfill or transformation
facilities through source reduction, recycling, and composting activities. The mandated
minimum diversion rate increases to 50 percent by January 1, 2000.
In order to comply with the provisions of AB 939, the city of South San Francisco maintains a
voluntary residential and commercial recycling program. South San Francisco Scavenger
Company, a private contractor, provides residential, commercial and construction site
collection of recycled materials. Recyclables are processed at the Blueline transfer station.
Solid waste is hauled to the Ox Mountain landfill in Half Moon Bay.2
2. 1982 EIR IMPACT AND MITIGATION FINDINGS
Public services impacts and mitigations identified in the 1982 EIR are summarized in Table
26.
3. SUPPLEMENTAL IMPACT FINDINGS
8. Police Protection
The impact findings in the 1982 EIR for project and cumulative effects on Police Department
services remain generally unchanged. It can be estimated that the project population
(approximately 2,156 people) would generate a need for approximately three new police
1Telephone conversation with Ray Towne, Interim Director of Public Works, city of South San
Francisco, September 15, 1995.
2Secky Casazza, South San Francisco Scavenger Company, November 6, 1995. Personal
communication.
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Table 26
1982 EIR PUBLIC SERVICES IMPACT AND MITIGATION FINDINGS
Impact Summary
Police Protection
Project development and annexation to the city
would extend the SSFPD service area and
result in the need for additional police
protection and law enforcement services, and
would contribute to the cumulative need for
additional police officers.
Fire Protection
Project development and annexation to the city
would significantly increase the SSFFD service
area and the population located outside the
existing range of adequate SSFFD emergency
response time. The substantial new project
population would also increase service calls.
Relocation of one engine company plus its staff
to the new fire station would be expected to
result in a fire fighter manpower shortage at
Station 1.
The project proposes to control fire hazards
associated with San Bruno Mountain by
installing a 50-foot wide fire break between
project structures and natural hillside
vegetation. The first 25 feet would be
permanently irrigated to sustain ornamental
plant species, and the remaining 25 feet would
be temporarily irrigated long enough to
establish native and drought-tolerant species.
Parks and Recreation
The project would dedicate all undisturbed
areas of the project site to the county as
permanent open space. The project sponsor
would also dedicate Juncus Ravine, a separate
157-acre parcel located west of Hillside
Elementary School, to the county as permanent
open space.
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Mitiaation Summary
A new, separate, fully staffed beat should be
established to meet the demands of the project
and other cumulative growth in the project
vicinity. The project should also incorporate the
specific security design features recommended
by the SSFPD.
A new fire station should be constructed as
planned in the Terrabay Specific Plan. The
project should provide .its fair share of the total
capital cost by building the new station during
Phase I. The project should also incorporate
the specific additional development design
measures recommended by the South San
Francisco Rre Department.
Additional fire fighters should be added to
Station 1 as necessary by the city to maintain
current fire protection service standards.
No further mitigation would be required for fire
hazards due to proximity to San Bruno
Mountain.
Open space areas of the project site should be
deeded in fee to the county and fenced, in
accordance with recommendations of the
County Department of Parks and Recreation.
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City of South San Francisco
January 4, 1996
The project would include two trailheads
providing access to San Bruno Mountain. The
project would also provide (1) a child care
center (with tot lot), (2) Hillside Recreation
Center (including indoor pool, multi-purpose
room, activity room, weight room, dressing
rooms, tot lot, basketball court, parcourse
system, children's playground apparatus, two
illuminated tennis courts, and picnic, barbecue,
and lawn game area), and (3) installation of
play fields at Hillside Elementary School, to be
dedicated to the city.
Schools
The project would generate an estimated 286
additional students: 224 would attend SSFUSD
schools; 45 would attend Brisbane School
District schools; and 17 would attend Jefferson
High School.
Water Service
The project would consume an average .32
mgd of water, about 0.8 percent of system
capacity, which would easily be accommodated
by the CWSC.
The project would require construction of the
water distribution system planned for in the
T errabay Specific Plan.
Sewer Service
The project would require construction of the
wastewater collection system planned in the
T errabay Specific Plan.
The city sewer master plan estimated that the
project would generate wastewater flows of .25
mgd.
The existing sewer system in Airport Boulevard
between Randolph Avenue and Armour Avenue
and a 627-foot-long segment of the Basin 6
interceptor near Village Way would not
accommodate project wastewater flows.
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No additional mitigation proposed.
No mitigation proposed.
The project applicant would be responsible for
all water distribution system improvements
required to serve the project.
The project would be responsible for all
wastewater collection system improvements
required to serve the project.
The project should be coordinated with planned
enlargement of the Colma Creek interceptor to
ensure sufficient capacity to accommodate
estimated wastewater flows.
The project should install a parallel interceptor
in Airport Boulevard between Randolph Avenue
and Armour Avenue and should enlarge the
627-foot-long near-capacity segment of the
Basin 6 interceptor near Village Way.
SOURCE: EIP Corporation, 1982. Draft Environmental Impact RepOrt for the Terrabav Development
Proiect. San Mateo County, California.
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officers, based on the Department's current goal of providing 1.35 officers per 1,000
population.' One new police vehicle would be needed to accommodate three new officers.2
b. Fire Protection
As stated in the 1982 EIR, the substantial new project population would increase calls for Fire
Department service and would increase fire hazards associated with the site's proximity to
San Bruno Mountain. These anticipated impacts of the project remain generally unchanged.
The possible fire fighter shortage at Station 1 discussed in the 1982 EIR has been resolved,
however, and is no longer a potential impact of the project.3
c. Parks and Recreation
The park and recreation aspects of the project have also not changed substantially since
1982. As noted in the "Setting" subsection above, one baseball and one soccer practice field
have been installed at Hillside Elementary School as part of project Phase I improvements, in
accordance with the city's Park, Recreation and Open Space Master Plan adopted in 1990.
Additional improvements to be installed as part of Phase I would include:
(1) the Hillside Recreation Center, which would serve community-wide as well as project
needs (to be dedicated to and maintained by the city);
(2) a child care center with tot lot (to be operated and maintained by the project
homeowners associations); and
(3) a linear park along Hillside Boulevard connecting the playing fields at the Hillside
Elementary School with Hillside Recreation Center (to be dedicated to and maintained by the
city).
A series of "in-tract parks" (Le., small undeveloped areas covered with grass turf) would be
included in Phases I and II and trailhead improvements (providing trail access to San Bruno
Mountain State and County Park) would be added in Phases II and III. These in-tract parks
and trailhead improvements would be maintained by the project homeowners' associations.
12,156 people (project population) divided by 1,000 = 2.156 x 1.35 officers = 2.91 officers needed
to serve project.
~he Police Department's current ratio of officers per marked unit is 2.7 officers per unit (cited in
"Estimated Police Department Expense Impacts Per Officer," attachment to letter from Sgt. Ron
Petrocchi, Planning Liaisonrrraffic, city of South San Francisco Police Department, July 31, 1995).
~elephone conversation with Fred Lagomarsino, Fire MarshaVChief Building Official, City of South
San Francisco, September 14, 1995.
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d. Schools
Changes in impacts identified in the 1982 EIR would consist of the following:
According to the 1982 EIR, the 745-unit project approved in the specific plan would generate
an estimated 286 additional K-12 public school students; 224 would attend South San
Francisco Unified School District schools, 45 would attend Brisbane School District schools,
and 17 would attend Jefferson Union High School District schools. Based on more current
enrollment multipliers provided by the districts, and the revised number of total project units
(721), the 721-unit project would now be expected to generate an estimated 370 additional K-
12 students; 260 would attend SSFUSD schools, 90 would attend Brisbane Elementary School
District schools, and 20 would attend Jefferson Union High School District schools.
It should be noted that these total enrollment increases would be expected to occur
incrementally over the proposed six-year project buildout period.
(1) South San Francisco Unified School District. The project would be expected to generate
approximately 260 new students attending South San Francisco Unified School District
schools; 120 attending Hillside Elementary School, 60 attending Parkway Heights Middle
School, and 80 attending EI Camino High School. Hillside Elementary School and Parkway
Heights Middle School are already operating at capacity.
Based on an estimated cost of $140,000 per relocatable classroom, the total estimated cost to
the district to provide classrooms would be $1.4 million. Costs to add permanent classrooms,
a more desirable option, are undetermined but would be greater. Additional restroom facilities
and core classrooms may be needed for child care and special education classes at Hillside
Elementary School and Parkway Heights Middle School.
School impact fees accruing from the project to the South San Francisco Unified School
District are estimated by the district at $1.372 million in today's dollars. The district has
indicated that this amount will not be sufficient to cover the cost of providing additional
classroom capacity and associated facilities to serve the additional students generated by the
project. As a result, the project can be expected to have a significant adverse impact on
SSFUSD capacity (Supplemental Impact PS-1).
(2) Brisbane School District. Another major development in the project vicinity, the
Northeast Ridge project, would contribute 120 students to Brisbane School and 60 students to
Lipman School, causing Brisbane School to exceed its capacity. It is likely that students
would be transferred to Lipman School to accommodate this enrollment increase. In addition,
a local ballot measure (Measure E, on the November 1995 ballot) would, if passed, require the
School District to reduce classroom sizes. Based on these factors, the School District
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anticipates that enrollment of students from the Terrabay project would cause both schools to
exceed capacity.'
The project-related enrollment increase is expected to generate a need for two new portables,
which would most likely be located on the Brisbane School site. In addition, physical
education, school assembly, and lunch space at Brisbane Elementary School would be
inadequate to serve the expected number of additional students from the project, and a multi-
purpose room and playground upgrade would be needed. The facility would also require
upgrading to meet fire code and disabled access requirements. Lipman Intermediate School
would require upgrading restrooms, one portable, a remodeled school yard, and a functioning
kitchen for food preparation in order to accommodate the additional enrollment.2
School impact fees accruing to the Brisbane School District from the project are estimated at
$246,000 in today's dollars.3 This amount would cover the cost of providing two additional
portables, but would not be sufficient to fund other necessary improvements at Brisbane and
Lipman Schools.4 As a result, the project could be expected to have a significant adverse
impact on Brisbane School District capacity (Supplemental Impact PS-2).
(3) Jefferson Hiah School District. Applying estimated project student generation rates
provided by Jefferson Union High School District, the project would be expected to generate
approximately 20 additional students at Jefferson High School and Westmore High School, at
which future enrollments are already anticipated to exceed capacity.5 This enrollment
increase would contribute to a need for new portables, and would place additional demands
on other school facilities. School impact fees accruing from the project to the Jefferson Union
High School District are estimated at $164,000 in today's dollars. This amount would be
expected to be sufficient to cover the cost of providing additional portable classroom activity.
, Letter from Stephen J. Waterman, Esq., Superintendent, Brisbane School District, to Ricardo
Bressanutti, Wagstaff and Associates, reo "Terrabay," September 13. 1995, pages 1-2; telephone
conversation with Stephen J. Waterman, Esq., Superintendent, Brisbane School District, September 14,
1995.
2Letter from Stephen J. Waterman, Esq., Superintendent, Brisbane School District, to Ricardo
Bressanutti, Wagstaff and Associates, reo "Terrabay," September 13, 1995, pages 1-2.
3Current school impact fees are set at $1.50 per square foot of habitable residential area. Of this
amount, the Brisbane School District receives $0.90, and the Jefferson Union High School District
receives $0.60.
4Letter from Stephen J. Waterman, Esq., Superintendent, Brisbane School District, to Ricardo
Bressanutti, Wagstaff and Associates, reo "Terrabay," September 13, 1995, page 2.
50.08 students per unit for Terrabay Commons and 0.1 students per unit for Terrabay Point.
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e. Water Service
The water service impacts identified in the 1982 EIR (Le., water consumption rate, need for
construction of a water distribution system) remain generally unchanged. Since 1982, portions
of the onsite water system required for the project, including a 1.5-million-gallon water tank at
the 400-foot elevation, as well as the distribution system for Phase I and the main lines under
South San Francisco Drive, have been installed. The remaining water system improvements
are anticipated to proceed as originally planned for the project.1 As discussed in the 1982
EIR, a water pump station is to be constructed to serve the majority of the proposed Phase I
single-family detached units, plus development in subsequent phases of the project. The
California Water Service Company (CWSC) has delivered a letter of assurance to the city that
commits CWSC to providing water service to the project.
f. Sewer Service
The impact of the project on wastewater flows and the need for an onsite wastewater
collection system, as defined in the 1982 EIR, remain generally unchanged.
(1) Onsite System. Since 1982, portions of the onsite wastewater system required to serve
the project, including the collection system for Phase I and main lines for Phase II, have been
constructed. The offsite wastewater collection system, and the portion of the onsite system
located within the South San Francisco Drive public right-of-way is to be dedicated to and
maintained by the city. The city will not be accepting the remainder of the onsite wastewater
collection facilities as part of the municipal (public) sewer collection system.
The city has not yet accepted maintenance responsibility for the portions of the system
located within the South San Francisco Drive public right-of-way, because the system appears
to have problems due to storm and/or groundwater infiltration.2 Until mitigated, these
problems represent a potentially significant adverse impact of the project (Supplemental
Impact PS-3).
(2) Offsite System. The project impacts on the offsite wastewater collection system (Le., the
Colma Creek interceptor, the Airport Boulevard system between Sister Cities Boulevard and
North Canal Street, and a segment of the Basin 6 interceptor near Village Way), as identified
in the 1982 EIR, have since been mitigated through completion of offsite wastewater system
improvements to serve the project. The offsite system extends down Sister Cities Boulevard
to Airport Boulevard, south to Armour Avenue, west to Cypress Avenue, south to Baden
'Telephone conversation with Ray Towne, Interim Public Works Director, city of South San
Francisco, September 15, 1995.
2Letter from Ramon (Ray) Towne, P.E., Interim Director of Public Works, city of South San
Francisco, to Robert Sprague, General Superintendent, Richmond American, reo "Terrabay Bay Park
Subdivision," July 19, 1995.
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Avenue, west to Linden Avenue, and south to the Colma Creek trunk line, where flows are
diverted to the San Mateo Pump Station. However, as with the onsite wastewater
improvements, the City of South San Francisco has not accepted maintenance responsibility
for this offsite system due to apparent infiltration problems.' Until mitigated, these problems
represent a potentially significant adverse impact of the project (Supplemental Impact PS-4).
a. Recyclina Proaram Collection Services
Under the city's new recycling program, project single family residences and townhomes in
project Phase I would receive recycling containers and be provided with individual curbside
collection service. Similarly, depending on their physical characteristics, residences and
commercial uses in project Phases II and III could either receive individual (curbside) or
centralized (dumpster) recycling containers and collection services.
Because recycling services are provided on an "enterprise" fee-for-service basis, it is expected
that the project will generate adequate additional revenues to meet the increased demand for
recycling services.
State law requires provision of adequate space for recycling in multiple family residential
projects with five or more units and all new commercial developments.2 Future project
phase multi-family residential and commercial development may not include adequate
provision for collection of recyclable materials. This situation would represent a significant
adverse project impact (Supplemental Impact PS-5).
4. SUPPLEMENTAL MITIGATION NEEDS
a. Pollee Protection
No changes in the mitigation measures recommended in the 1982 EIR are necessary. In
order to provide the new fully staffed beat recommended in the 1982 EIR, (1) require the
project applicant to fund acquisition of one new Police Department vehicle,3 and (2) monitor
project build-out over time to assess when the new beat should be established and new
officers hired.
'Telephone conversation with Mike Rozzi, Senior Construction Inspector, city of South San
Francisco, September 15, 1995.
2California Public Resources Code Division 30 Part 3 Chapter 18 section 42905.
~he cost of a new police vehicle is estimated at $21,320 (cited in "Estimated Police Department
Expense Impacts Per Officer," attachment to letter from Sgt. Ron Petrocchi, Planning LiaisonlTraffic,
City of South San Francisco Police Department, July 31,1995).
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b. Fire Protection
Construction of a new fire station has been completed, as recommended by the 1982 EIR.
The potential fire fighter shortage at Station 1 has also been resolved, and no mitigation is
required. Remaining 1982 EIR recommended mitigations, which require installation of a fire
buffer and compliance with additional development design measures recommended by the
City of South San Francisco Fire Department, are unchanged.
c. Parks and Recreation
The mitigation need identified in the 1982 EIR remains unchanged; no new mitigation
required.
d. Schools
(Supplemental Impacts PS-1 and PS-2). As mitigation for SSFUSD and Brisbane School
District impacts, the city shall:
. Require the applicant to comply with school impact fee requirements. The exact fees for
each school district would be calculated at the time that habitable floor area for the
project housing units is known. Because this measure may not be sufficient to mitigate
the school impact to an insignificant level, also:
. Request that the project applicant voluntarily agree to negotiate with each school district
and provide reasonable additional funds and/or measures as necessary to mitigate
project impacts on schools.
Government Code Section 65996 limits the types of mitigation that can be imposed to ensure
adequate school facilities. In the case of this project, school impact fees and voluntary
additional contributions appear to be the only applicable measures among the forms of
mitigation allowed by this Government Code section.
The project applicant should also be responsible for installing sidewalks along Bayshore
Boulevard to allow students from the project to walk to Brisbane Elementary School and
Lipman Intermediate School.
e. Water Service
As called for in the 1982 EIR, ensure that a water pump station for the project is under
construction prior to construction of Phase I single-family detached units. No other changes to
the mitigation suggested in the 1982 EIR are required.
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1. Sewer Service
(1) Onsite System. (Supplemental Impact PS-3) As stated in the 1982 EIR, the project
would be responsible for all onsite wastewater collection improvements required to serve the
project. As part of this responsibility, require the project applicant to inspect and repair the
apparent onsite wastewater collection system infiltration problems to the satisfaction of the
City of South San Francisco Director of Public Works prior to city acceptance of maintenance
responsibilities for the portion of the onsite improvements located within the South San
Francisco Drive public right-ot-way.
(2) Offsite SYstem. (Supplemental Impact PS-4) Mitigations from the 1982 EIR regarding
offsite wastewater system improvements are no longer applicable, because these offsite
improvements have been completed. As with onsite improvements. require the project
applicant to inspect and repair the offsite wastewater collection system to correct apparent
infiltration problems to the satisfaction of the City of South San Francisco Director of Public
Works prior to acceptance of maintenance responsibilities by the city.
a. Recyclina Proaram Collection Services
(Supplemental Impact PS-5) In order to ensure that project waste is recycled in a manner
consistent with the state-mandated requirement that the city divert at least 50 percent of
potential waste from landfill disposal by 2000, require the design of future project development
to provide common exterior trash and recyclable material storage areas in commercial
developments and in those multi-family developments that would use dumpsters, rather than
relying on individual curbside pickup for trash collection. Such areas should be conveniently
located and accessible to residents and collection vehicles and personnel, properly protected
from the elements, signed, screened, and architecturally integrated into the development.
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H. NOISE
This SEIR chapter addresses project impacts related to environmental noise. General
information on noise and noise measurement is first presented to aid in understanding the
findings. Relevant current noise compatibility standards and guidelines are then identified,
followed by a description of existing noise sources and noise levels in the project vicinity. The
noise impact and mitigation findings of the 1982 EIR are then summarized, followed by a
supplemental,re-evaluation of project impact potentials and mitigation needs. The section
includes consideration of: (1) project construction noise impacts on the local noise
environment; (2) the compatibility of the specific plan proposed land uses with the latest
projected noise conditions on the project site; and (3) the possible need for related revision to
the 1982 EIR noise mitigation recommendations.
1. SETTING
Substantive changes in the circumstances under which the Terrabay project is to be
undertaken from those described in the 1982 EIR include changes in local noise compatibility
standards and guidelines, and changes in projected noise conditions on the project site
associated with roadway and aviation traffic.
a. General Information on Noise and Noise Measurement
Noise is defined as unwanted sound. The effects of noise can range from interference with
sleep, concentration, and communication, to physiological stress, and, at higher noise levels,
to hearing loss.
Sound levels are usually measured and expressed in decibels (dB), with 0 dB corresponding
roughly to the threshold of hearing. Decibels and other related technical terms are defined in
Table 27.
(1) Human Sensitivity to Noise. The method commonly used to quantify environmental noise
involves measurement of all frequencies of sound, with an adjustment to reflect the fact that
human hearing is less sensitive to low and high frequencies than to midrange frequencies.
This measurement adjustment is called "AN weighting. A noise level so measured is called an
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Table 27
DEFINITIONS OF ACOUSTICAL TERMS
Term
Definitions
Decibel, dB
A-Weighted Sound Level, dB
Equivalent Noise Level, Leq
Community Noise Equivalent
Level, CNEL
Day/Night Noise Level, ~n
Ambient Noise Level
Intrusive Noise
A ul')it describing the amplitude of sound, equal to 20 times the
logarithm to the base 10 of the ratio of the pressure of the sound
pressure, which is 20 micropascals (20 micronewtons per square
meter).
The sound pressure level in decibels as measured on a sound
level meter using the A-weighting filter network. The A-weighting
filter de-emphasizes the very low and very high frequency
components of the sound in a manner similar to the frequency
response of the human ear and correlates well with subjective
reactions to noise. All sound levels in this report are A-weighted.
The average A-weighted noise level during the measurement
period.
The average A-weighted noise level during a 24-hour day,
obtained after addition of 5 decibels in the evening from 7:00 PM
to 10:00 PM and after addition of 10 decibels to sound levels in
the night between 10:00 PM and 7:00 AM.
The average A-weighted noise level during a 24-hour day,
obtained after addition of 10 decibels to levels measured in the
night between 10:00 PM and 7:00 AM.
The composite of noise from all sources near and far. The
normal or existing level of environmental noise at a given
location.
Noise that intrudes over and above the existing ambient noise at
a given location. The relative intrusiveness of a sound depends
upon its amplitude, duration, frequency, and time of occurrence
and tonal or informational content as well as the prevailing
ambient noise level.
SOURCE: Illingworth & Rodkin, Inc" 1995.
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A-weighted sound level (dBA).' The following are examples of typical A-weighted noise
levels:
Jet takeoff at 200 feet
Motorcycle at 20 feet
Freight train at 50 feet
Freeway traffic at 50 feet
Vacuum cleaner
Average office
Library
Recording studio
Leaves rustling
125 dBA
110 dBA
95 dBA
80 dBA
70 dBA
50 dBA
40 dBA
20 dBA
10 dBA
Environmental noise fluctuates in intensity over time. Therefore, time-averaaed noise level
computations are typically used to quantify noise levels and determine impacts. The two
average noise level descriptors that are most commonly used are ~n and CNEL. ~n' the
day/night average noise level, is the 24-hour noise intensity average, with a 10 dBA "penalty"
added for nighttime noise (10:00 PM to 7:00 AM) to account for the greater human sensitivity
to noise during this period. CNEL, the community equivalent noise level, is similar to ~n' but
adds a 5 dBA penalty to evening noise (7:00 PM to 10:00 PM).
One way of anticipating a person's subjective reaction to a new noise is to compare the new
noise with the existing noise environment to which the person has become adapted, Le., the
so-called "ambient" noise level.
With regard to increases in A-weighted noise level, knowledge of the following relationships
will be helpful in understanding this SEIR section:
. Except in carefully controlled laboratory experiments, a change of 1 dBA cannot be
perceived.
. Outside of the laboratory, a 3 dBA change is considered a just-perceivable difference.
. A change in noise level of at least 5 dBA is required before any noticeable change in
community response would be expected.
. A 10 dBA increase is subjectively heard as approximately a doubling in loudness, and
would almost certainly cause an adverse change in community response.
b. NoIse Compatibilitv Standards and GuIdelines
(1) City of South San Francisco Noise Standards. Current city noise standards are set forth
in the Noise Element of the South San Francisco General Plan, adopted in 1990, and in a city
'In practice, the level of a sound source is conveniently measured using a sound level meter that
includes an electrical filter corresponding to the A-weighting curve.
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Noise Ordinance, also adopted after the 1982 EIR was certified. State noise standards have
not changed since 1982.
(a) General Plan Noise Element. The city's 1990 Noise Element contains policies for
evaluating the compatibility of proposed land uses with surrounding environmental noise.
Those Noise Element policies pertinent to the Terrabay project are listed below:
Policy N-1
All new noise sensitive land uses developed within areas impacted by 65 dBA
CNEL or more, regardless of the noise source(s), shall incorporate mitigation
measures to ensure that interior noise levels do not exceed 45 dBA CNEL.
Policy N-8
The City shall evaluate development proposals based on the criteria contained
in Table N-1* and shall only approve proposals that are consistent with criteria
contained therein.
.oNote: Table N-1, which sets forth city land use compatibility criteria for aircraft
noise to address the issue of city proximity to San Francisco International
Airport, is reproduced as Table 28 on the following page.
Policy N-11
Development proposals located within the 65 dBA CNEL contour due to traffic
noise shall include analysis by a qualified acoustical engineer so as to
determine appropriate measures to mitigate traffic noise impacts.
(b) City Noise Ordinance. In addition to these policies, the city has adopted a Noise
Ordinance that sets forth special provisions for construction, alteration, repair and landscape
maintenance activities. The ordinance specifies that no individual piece of construction
equipment may produce a sound level exceeding 90 dBA at a distance of 25 feet and that
construction period sound levels at any point outside of the project construction limits shall not
exceed 90 dBA.
(2) San Mateo County Airport Land Use Commission Policies.' The San Mateo County
Airport Land Use Commission (ALUC) has adopted noise compatibility standards to evaluate
proposed land uses affected by aircraft noise from San Francisco International Airport. The
ALUC policy allows residential development without noise insulation in areas with exterior
noise levels up to a 65 dBA CNEL. In areas where noise levels from air traffic are between
65 dBA and 70 dBA CNEL, residential uses are allowed with special noise insulation.
(3) State Noise Standards. The California Department of Health Services' (DHS) Office of
Noise Control has studied the correlation between noise levels and their effects on different
land uses. Table 29 presents the results of these state findings. The table suggests
'San,Mateo County Airport Land Use CommissiOn/Regional Planning Committee, Airport Land Use
Plan, March 12, 1981.
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Table 28
SOUTH SAN FRANCISCO GENERAL PLAN NOISE ELEMENT TABLE N-1.
LAND USE COMPATIBILITY CRITERIA FOR AIRCRAFT NOISE
Land Use
Residential, etc.
Single family
Multifamily
Mobile homes
Schools
Libraries
Churches
Hospitals
Nursing homes
Auditoriums
Commercial
Retail
Restaurants
Office Bldgs.
Hotels-Motels
Movie theaters
Sports arenas
Playgrounds
Cemeteries
Golf courses
Industrial
Manufacturing
Transportation
Communications
Utilities
Open
Agriculture
Mining
Fishing
CNEL Ranae
less than 65
65 to 70
Greater than 70
Less than 70
70 to 80
Greater than 80
Less than 75
75 to 85
Greater than 85
Less than 75
Greater than 75
General Land Use Criteria
Satisfactory, with little noise impact and requiring no
special noise insulation requirements for new
construction.
New construction or development should be
undertaken only after an analysis of noise reduction'
requirements is made and needed noise insulation
features included in the design.
New construction or development should not be
undertaken.
Satisfactory, with little noise impact and requiring no
special noise insulation requirements for new
construction.
New construction or development should be
undertaken only after an analysis of noise reduction
requirements is made and needed noise insulation
features included in the design.
New construction or development should not be
undertaken unless related to airport activities or
services. Conventional construction will generally be
inadequate and special noise insulation features should
be included in construction.
Satisfactory, with little noise impact and requiring no
special noise insulation requirements for new
construction.
New construction or development should be
undertaken only after an analysis of noise reduction
requirements is made and needed noise insulation
features included in the design.
New construction or development should not be
undertaken unless related to airport activities or
services. Conventional construction will generally be
inadequate and special noise insulation features should
, be included in construction.
Satisfactory, with little noise impact and requiring no
special noise insulation requirements for new
construction.
Land uses involving concentrations of people
(spectator sports and some recreational facilities) or of
animals (livestock farming and animal breeding) should
generally be avoided.
SOURCE: City of South Sat:l Francisco General Plan, Noise Element.
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Table 29
STATE LAND USE/NOISE LEVEL COMPATIBILITY STANDARDS
LAND USE CATEGORY
INTERPRETATION
Residential: Single Family,
Duplex, Mobile Home
Residential: Multi-Family
Transient Lodging:
Motel, Hotel
School, Library, Church,
Hospital, Nursing Home
Auditorium, Concert Hall,
Amphitheatre
Sports Arena, Outdoor
Spectator Sports
Playground, Neighborhood
Park
Golf Course, Stable, Water
Reaeation, Cemetery
Office Building, Business,
Commercial & Professional
Industrial, Manufacturing,
Utilities, Agriculture
COMMUNITY NOISE LEVEL
Ldn or CNEL, dB
55 60 65 70 75 80 85
D NORMALLY ACCEPTABLE
Specified land use is satisfactory, based
upon the assumption that any buildings
involved are of normal conventional
construction, without any special noise
insulation requirements.
1~~~~l~f~fMf CONDITIONAllY ACCEPTABLE
New construction or development should
be undertaken only after a detailed
analysis of the noise reduction
reqUirements is made and needed noise
insulation features included in the design.
Conventional construction, but with closed
windows and fresh air supply systems or
air conditioning, will normally suffice.
_ NORMALLY UNACCEPTABLE
New construction or development should
generally be discouraged. If new
construction or development does
proceed, a detailed analysis of the noise
reduction requirements must be made
and needed noise insulation features
included in the design.
_ CLEARLY UNACCEPTABLE
New construction or development should
generally not be undertaken.
Noise Source Characteristics
The land use-noise compatibility recommendations should be viewed in relation to the specific source of the
noise. For example, aircraft or railroad noise is normally made up of higher single noise events than auto
traffic, but occurs less frequently. Therefore, different sources yielding the same composite noise exposure
do not necessarily create the same noise environment.
Suitable Interior Environments
One objective of locating both single and multi-family residential units relative to a known noise source is to
maintain a suitable interior noise environment no greater than 45 dB CNEL or l.in. This requirement,
coupled with the measured or calculated noise reduction performance of the type of structure under
consideration, should govern the minimum acceptable distance to a noise source.
Source: State of California, Office of Noise Control. 1975.
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maximum community threshold levels for various land uses. For example, for single family
and mobile home development, an exterior CNEL of 60 dBA would be considered "normally
acceptable;" noise levels in excess of a CNEL of 55 dBA would warrant mitigation. For multi-
family residential uses, an exterior CNEL of 65 dBA would be considered "normally
acceptable;" noise levels in excess of 60 dBA ~n would warrant special noise studies and
possible mitigation. For office and commercial uses, an exterior CNEL of 70 dBA would be
considered "normally acceptable;" noise levels in excess of a CNEL of 68 dBA would warrant
special noise studies and possible mitigation. For schools and hospitals, CNELs up to 70 dBA
are normally acceptable, but levels above 60 warrant mitigation. For parks, CNELs up to 70
dBA are normally acceptable, although CNELs above 67 dBA are generally discouraged.
In addition to these guidelines, the state has enacted into law a set of California Sound
Transmission Control Standards (California Code of Regulations, Title 24, Building Standards,
Chapter 2.35) establishing minirnum noise insulation performance criteria to protect persons
within new hotels, motels, apartment houses and dwellings other than detached single-family
dwellings (e.g., townhomes). Under this state-mandated criterion, interior noise attributable to
exterior sources, with windows closed, shall not exceed an average level of 45 dBA CNEL in
any habitable room. In addition, residences or hotels within a 60 dBA CNEL contour related
to airport, vehicular or industrial noise sources shall require an acoustical analysis showing
that the proposed building has been designed to limit intruding noise to the allowable 45 dBA
CNEL interior noise level.
The State has also defined a CNEL level of 65 dB as the maximum noise level "acceptable to
a reasonable person residing in the vicinity of an airport."
The California Environmental Quality Act (CEQA) includes qualitative guidelines for
determining the significance of adverse environmental noise impacts. According to Appendix
G of the California Environmental Quality Act (CEQA) Guidelines, a "substantial" increase in
noise at a sensitive location such as a residence is considered to cause a significant adverse
impact.
(4) Federal Aviation Administration Noise and Land Use Compatibility. The Federal Aviation
Administration (FAA) noise/land use compatibility guidelines are contained in Federal Aviation
Regulations (FAR) Part 150. The FAA guidelines suggest that residential development is
compatible with an aircraft-generated ~n below 65 dB and office and commercial development
is compatible with an ~n below 70 dB. In addition, the FAA suggests that maximum single-
event noise levels in bedrooms not exceed 55 dBA.
c. 1982 Noise Environment
(1) Primary 1982 Noise Sources. The 1982 noise environment at the project site varied with
location. The eastern portion of the site was exposed to traffic noise from Airport Boulevard-
Bayshore Boulevard, US 101, and passing trains on the Southern Pacific Railroad line east of
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US 101. The portion of the site fronting Hillside Boulevard was exposed to traffic noise from
this roadway. The entire site is exposed to aircraft noise.
(2) Monitored Noise Levels at the Proiect Site. A noise monitoring survey was conducted to
quantify noise levels at the project site for the 1982 EIA. The results of the 1982 EIR noise
survey are presented in Table 30. Average A-weighted noise levels for the measurement
period (L,q) at most of the project site measurement locations exceeded 65 L,q. Maximum
measured noise levels from aircraft overflights at the various measurement locations were
typically 75 to 85 dBA but ranged up to 90 dBA.
d. 1982 to 1995 Chanaes In the Noise Environment
(1) Chances in Noise Sources. The noise environment at the project site continues to be
dominated by traffic and aircraft noise. The noise environment on south-facing portion of the
site proposed for residential uses (Phase I) continues to be affected primarily by traffic noise
from Hillside Boulevard. Sister Cities Boulevard is a primary noise source for portions of
project Phases II and III fronting this roadway, as well as for established neighborhoods to the
south. (Noise from Sister Cities Boulevard was considered in the 1982 EIR noise impact
assessment.) Traffic noise from US 101 and, to a substantially lesser degree, Bayshore
Boulevard and other local streets, continues to be the primary noise factor affecting the
eastern portion of the site proposed for commercial uses. The entire site continues to be
exposed to aircraft noise from two specific San Francisco International Airport aircraft
departure routes: (a) the Shoreline Departure from Runway 28; and (b) the Porte Nine
Standard Instrument Departure (SID) from Runway 1.
(2) Chanaes in Noise Levels. Projected future 24-hour average noise exposure level
contours on the project site, as depicted in the city's Noise Element, are illustrated on Figure
32. The noise contours on Figure 32 include projected noise levels along the newly-
constructed Sister Cities Boulevard. The contours convey projected noise levels associated
with roadway and aviation traffic. The contours generally reflect the effects of topography, but
do not account for attenuation provided by man-made structures such as buildings. The
depicted noise exposure contours are approximations intended for use as a planning tool to
identify the need for further noise investigation in areas of potentially high noise exposure. The
actual noise exposure at a particular location may be less than that shown by the contours.
The contours depicted on Figure 32 reflect the fact that traffic noise along local roadway
routes including Hillside Boulevard and Sister Cities Boulevard is not expected to change
substantially in the future. The South San Francisco population is expected to grow by eight
percent between 1995 and 2010, with an attendant proportional growth in traffic. However,
some minor but unpredictable decrease in noise exposure may be expected due to
replacement of current vehicles with future quieter vehicles. Caltrans projections for US 101
traffic volumes range from 158,000 to 225,000 vehicles per day, as compared with the current
volume of 214,000 vehicles per day. As a result, future changes in US 101 noise levels are
also unpredictable.
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Table 30
1982 EIR NOISE MEASUREMENT SURVEY RESULTS
Measurement Location
Lea'
1 Side of promontory knoll near Randolph
Avenue/Airport Boulevard intersection 400
feet from and 80 feet above US 101
70, 72 dBA
2 Top of promontory knoll 1,000 feet from
US 101
66, 66 dBA
3 At rear of homes 100 feet north of Pecks
Lane and Randolph Avenue
61,56 dBA
4 40 feet from Hillside Boulevard 440 feet
west of Kearny Street intersection
68 dBA
5 120 feet from Hillside Boulevard/Jefferson
Street intersection
67 dBA
SOURCE: EIP Corporation, 1982. Draft Environmental Impact Report for the Terrabav Development
Proiect. San Mateo County, California.
1 Leq __ The average A-weighted noise level during the measurement period. Measurements were taken
for 15-minute periods on the morning of April 5, 1982. Two measurements were taken at locations 1,
2, and 3.
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Aircraft operations in the project vicinity have increased substantially since 1982 and are
predicted to increase even more in the future. However, the noise impacts of this increase in
operations have been and will continue to be offset by the replacement of older, noisier "Stage
2" aircraft with newer, quieter "Stage 3" aircraft (each approximately 10 dB quieter), resulting
in an overall decrease in CNEL noise exposure substantial enough to be noticed by the
community. Project site noise exposure levels due to aircraft overflights have decreased
substantially.
2. 1982 EIR IMPACT AND MITIGATION FINDINGS
Project noise impacts and mitigation measures identified in the 1982 EIR are summarized in
Table 31. Potential noise impact concerns identified in the 1982 EIR included construction
noise, the compatibility of the proposed project with the anticipated onsite noise environment,
and project generated traffic noise impacts on surrounding uses.
3. SUPPLEMENTAL IMPACT FINDINGS
a. Compatibility of the ProJect with the ProJected Future Noise Environment
(1) Traffic Noise Impacts. As shown on Figure 32, exterior noise levels due to traffic noise
could exceed 65 dBA CNEL at those Phase I residential units in Terrabay Village which are
closest to Hillside Boulevard, on those Phase II residential units in Terrabay Woods and
Terrabay Commons closest to Hillside Boulevard and Sister Cities Boulevard, and in the
eastern grouping of Terrabay Commons and all of Terrabay Point due to US 101 traffic.
Residential noise levels greater than 65 dBA CNEL would require mitigation under the city's
noise standards and would be "conditionally acceptable" under state land use compatibility
standards.
Additional residences would be subject to exterior noise levels greater than 60 dBA CNEL
which, under state land use compatibility standards, would be "conditionally acceptable" for
single family residences and townhomes.
Exterior noise levels from US 101 traffic would exceed 70 dBA CNEL within the Phase III
development area where possible hotel development is anticipated, which would represent a
"normally unacceptable" situation under state standards.
In those areas where the exterior traffic noise level exceeds 60 dBA, the interior noise level
can be expected to exceed the state 45 dBA CNEL interior noise standard when windows are
open for ventilation.
These findings regarding potential exposures of project residents and hotel visitors to
"normally unacceptable" or "conditionally acceptable" exterior noise levels are similar to the
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Table 31
1982 EIR NOISE IMPACT AND MITIGATION FINDINGS
Impact Summary
No significant construction period noise impacts
on offsite land uses were identified. Maximum
construction noise levels at the nearest existing
building would range from 50 to 85 dBA, which
would be equal to or below existing aircraft
noise levels.
Exterior noise levels would range up to 70
CNEL, and would be acceptable under city
exterior noise exposure standards, but would
exceed State Office of Noise Control normally
acceptable interior noise exposure standards
for multiple-family housing of 45 Ldn when
windows are open.
Exterior noise levels from aircraft overflights
would range up to 90 dBA, which would exceed
State Office of Noise Control normally
acceptable interior noise exposure standards of
50 dBA for bedrooms and 55 dBA for other
rooms, even when windows are closed.
Exterior noise levels at existing homes adjacent
to the new Sister Cities Boulevard would
increase from the existing 56 dB (without
aircraft noise) to 63 dB due to traffic noise.
Noise levels along other project vicinity
roadways would remain unchanged or
decrease, but any decrease would be negligible
(Le., no more than 3 dB).
Mitiaation Summary
Construction equipment and vehicles should be
properly muffled. Construction hours should be
limited to 7:30 a.m. to 5:00 p.m.
Proposed multiple-family residential units
exposed to exterior noise levels of 60 dB or
greater should be provided with mechanical
ventilation so that windows can be closed. In
some cases, sound-rated glazing may be
required.
Proposed residential units and hotel rooms
shall feature sound-rated windows, ceilings,
roofs and walls.
A sound barrier should be constructed on the
south side of Sister Cities Boulevarcl.
SOURCE: EIP Corporation, 1982. Draft Environmental Impact Report for the Terrabav Development
Proiect. San Mateo County, California.
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1982 EIR impact findings (see Table 32), but under city standards and requirements
established since 1982, will require a revised mitigation approach. If these effects are not
mitigated to meet the noise level compatibility standards for the affected land uses, a
potentially significant impact could be anticipated (Supplementsllmpact N-1).
(2) Aircraft Noise Exposure Impacts. The 1995 San Francisco International Airport noise
exposure maps' indicate that all proposed project residences would be subject to future
average daily aircraft noise levels below 65 dBA CNEL and, therefore, would meet associated
city and state noise/land use compatibility guidelines.2 However, similar to the conclusions of
the 1982 EIR, the current data still indicate that single-event aircraft overflights would generate
high single-event noise levels, which would interfere with indoor residential activities, including
sleep, if exterior to interior noise levels are not adequately reduced. The project site would be
subject to frequent high single-event noise levels from two specific San Francisco International
Airport aircraft departure routes: (a) the Shoreline Departure from Runway 28 (the lower and
noisier of the two routes), which is used several times weekly; and (b) the Porte Nine
Standard Instrument Departure (SID) from Runway 1 (a higher and quieter route), which is
used daily.3 If these single-event noise impacts are not mitigated to meet the FAA maximum
single-event noise level standard, a potentially significant impact could be anticipated
(Supplementsllmpact N-2).
b. Construction Noise
Construction of proposed new housing and commercial devel9pment would consist of grading,
construction of infrastructure, foundation work and the actual construction of buildings. These
activities would involve the use of earth moving equipment, trucks delivering and removing
materials, hammers and saws, compressors and generators, and other loud equipment.
Typical hourly average construction noise levels for residential construction range from 70 to
80 dBA at a distance of 50 feet. Phase I and II would substantially elevate noise levels in
portions of the adjacent Paradise Valley and Peck's Lots neighborhoods and would also affect
new Phase I residents. These construction period noise impact findings differ from those in
the 1982 EIR, and represent an additional potentially significant short-term impact
(Supplementsllmpact N-3).
'The 65 dB CNEL contour depicted on this new 1995 noise exposure map will be used by the
Federal Aviation Administration to determine dwelling units eligible for insulation with federal funding
under the Federal Aviatioll Regulations (FAR) Part 150 Noise Compatibility Program.
2The San Mateo County Airport Land Use Plan currently contains the 1983 noise exposure maps,
which indicate that portions of the project site along Bayshore Boulevard (the Phase III commercial
portion of the project) would be subject to future aircraft noise levels above 65 dBA CNEL. The Airport
Land Use Plan will be updated to include the new 1995 noise exposure maps.
3personal communication, David F. Carbone, City/County Association of Governments of San
Mateo County, Airport Land Use Committee.
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4. SUPPLEMENTAL MITIGATION NEEDS
a. Compatlbilitv of the Proposed Residential Development With the Future Onslte
Noise Environment
(1) Traffic Noise Impacts. (Supplemental Impact N-1) Retain a qualified acoustical
engineer to prepare and submit for city review and approval a detailed acoustical analysis of
noise reduction requirements and specifications for all project phases, in accordance with the
land use/noise level compatibility standards established by the state and set forth in the city's
Noise Element (see Tables 28 and 29 herein). The identified noise reduction requirements
and specifications shall then be included in the project site or individual home designs or hotel
designs.
Various combinations of methods could be used to mitigate onsite noise levels. These could
include the construction of berms or soundwalls and/or provision of fresh air supply systems
or air conditioning, and use of sound-rated glazing in windows.
(2) Aircraft Noise Exposure Impacts. (Supplemental Impact N-2) The noise analysis
requirement described for Supplemental Impact N-1 shall also include adequate consideration
of aircraft noise to achieve the FAA maximum single-event noise standard of 55 dBA in
bedrooms.
b. Construction Noise
(Supplementa/lmpact N-3) Reduce construction period noise impacts associated with
Terrabay project residential and commercial development to acceptable temporary levels by
implementation of the following measures. These mitigations should be required as a
condition of any development approval within the project area, and should be included in the
work agreement with the construction contractor(s).
(1) Construction Schedulina. Umit noise generating construction activities including truck
traffic going to and from a site for any purpose, and maintenance and servicing activities for
construction equipment, to the hours stipulated in the City's Noise Ordinance (Chapter 8.32 of
the South San Francisco Municipal Code, Noise Regulations, Section 8.32.050 dated 2-91).
(2) Construction Eauipment Mufflers and Maintenance. Properly muftle and maintain all
construction equipment powered by internal combustion engines.
(3) Idlina Prohibitions. Prohibit unnecessary idling of internal combustion engines.
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(4) Eauipment Location and Shieldina. Locate all stationary noise generating construction
equipment, such as air compressors, as far as practical, from existing nearby residences and
other noise sensitive land uses.
(5) Quiet Equipment Selection. Select quiet construction equipment, particularly air
compressors, whenever possible. Fit motorized equipment with proper mufflers in good
working order.
(6) Noise Disturbance Coordinator. Designate a project construction supervisor as a "noise
disturbance coordinator" who would be responsible for responding to any local complaints
about construction noise. The disturbance coordinator would determine the cause of the
noise complaint (e.g., starting too early, bad muffler, etc.) and would require that reasonable
measures warranted to correct the problem be implemented. Conspicuously post a'telephone
number for the disturbance coordinator at the construction site.
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I. AIR QUALITY
This SEIR chapter addresses project impacts on local and regional air quality. The current air
quality setting is first described, including current local and regional air quality standards and
conditions, with emphasis on related changes that have occurred since 1982. The air quality
impact and mitigation findings of the 1982 EIR are then summarized, followed by a re-
evaluation of project impact and mitigation needs using current methodologies, standards, and
thresholds of significance established by the Bay Area Air Quality Management District
(BAAQMD).
1. SETTING
a. Air Pollutants and Ambient Standards
Both the U.S. Environmental Protection Agency and the California Air Resources Board have
established ambient air quality standards for common pollutants. These ambient air quality
standards represent safe contaminant levels that avoid the specific adverse health effects
associated with each pollutant. The standards cover what are called "criteria" pollutants
because the health and other effects of these pollutants are described in USEPA-prepared
"criteria" documents. These federal and state ambient standards were developed
independently with differing purposes and methods, although both processes attempt to avoid
health-related effects. As a result, the federal and state standards differ in some cases. In
general, the California state standards are more stringent. The federal and state standards
are summarized in Table 32.
(1) Ozone. Ozone is the most prevalent of a class of photochemical oxidants formed in the
urban atmosphere. The creation of ozone is a result of complex chemical reactions between
hydrocarbons and oxides of nitrogen in the presence of sunshine. The major sources of these
reactive hydrocarbons and oxides of nitrogen, known as ozone precursors, are combustion
sources such as factories and automobiles, and evaporation of solvents and fuels.
The health effects of ozone are eye irritation and damage to lung tissues. Ozone also
damages some materials such as rubber, and may damage plants and crops.
(2) Carbon Monoxide. Carbon monoxide is an odorless, colorless gas that is highly toxic. It
is formed by the incomplete combustion of fuels, and its main source in the Bay Area is
automobiles.
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Table 32
FEDERAL AND STATE AMBIENT AIR QUALITY STANDARDS
Federal State
Pollutant Averaaina Time Primary Standard Standard
Ozone 1-Hour 0.12 PPM 0.09 PPM
Carbon Monoxide a-Hour 9.3 PPM 9.0 PPM
1-Hour 35.0 PPM 20.0 PPM
Nitrogen Dioxide Annual 0.05 PPM
1-Hour 0.25 PPM
Sulfur Dioxide Annual 0.03 PPM
24-Hour 0.14 PPM 0.05 PPM
1-Hour 0.5 PPM
Particulates AGM 50 ug/m3 30 ug/m3
24-Hour 150 ug/m3 50 ug/m3
Lead 30-Day Ave. 1.5 ug/m3
3-Month Ave. 1.5 ug/m3
SOURCE: Donald Ballanti, 1995.
PPM = Parts Per Million
ug/m3 = Micrograms Per Cubic Meter
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Carbon monoxide's health effeots are related to its affinity for hemoglobin in the blood. At
high concentrations, carbon monoxide reduces the amount of oxygen in the blood, causing
heart difficulties in people with chronic diseases, reduced lung capacity and impaired mental
abilities.
(3) Nitroaen Dioxide Nitrogen dioxide is a reddish-brown toxic gas. It is one of the oxides of
nitrogen that result from combustion. It is the only oxide of nitrogen that is toxic; however,
other oxides of nitrogen, particularly nitric oxide, are converted to nitrogen dioxide in the
, presence of sunshine. Major sources of oxides of nitrogen are automobiles and industry.
Nitrogen dioxide reduces visibility and is a pulmonary irritant.
(4) Sulfur Dioxide. Sulfur dioxide is a colorless gas with a pungent, irritating odor. It is
created by the combustion of sulfur-containing fuels. This substance is known to oxidize to
sulfur trioxide, which combines with moisture in the atmosphere to form a sulfuric acid mist.
Sulfur dioxide damages and irritates lung tissue, and accelerates corrosion of materials.
(5) Suspended Particulate Matter. Suspended particulate matter consists of solid and liquid
particles of dust, soot, aerosols and other elements that are small enough to remain
suspended in the air for a long period of time. A portion of the suspended particulate matter
in the air is due to natural sources such as wind-blown dust and pollen. Man-made sources
include combustion, automobiles, field burning, factories and unpaved roads. A portion of the
particulate matter in urban atmospheres is also a result of photochemical processes.
The effects of high concentrations on humans include aggravation of chronic disease and
heartl1ung disease symptoms. Non-health effects include reduced visibility and soiling of
surfaces.
b. Chanaes in Ambient Standards Since 1982
Two revisions to the ambient air quality standards have occurred since certification of the
1982 EIR. The state standard for "oxidant" was revised to consider only ozone, the major
constituent of oxidant. The state/federal ambient air quality standards for Total Suspended
Particulate (TSP) were rescinded and replaced with ambient standards for fine particulate
matter, known as PM-10 (particulate matter less than 10 microns in diameter).
Additionally, within the last decade, increasing attention has been given to health risks
associated with toxic air contaminants (TACs). TACs are injurious in small quantities and are
regulated despite the absence of criteria documents. No safe ambient levels have been
established for T ACs.
California assumed national leadership in T AC exposure reduction through two major
programs. State Assembly Bill 1817 (Tanner) requires a continuing evaluation of candidate
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T ACs. Those pollutants identified as carcinogens are included in a program of emissions
reduction through elimination, substitution, or other means to reduce public exposure.
AB-2588 (Tanner) is a subsequent program to identify emission levels of all known or
suspected T ACs, and to protect the public from related health risks. The current inventory of
TAC sources maintained by the BAAQMD reveals no TAC sources in the vicinity of the project
site.'
c. Current Air Quality
South San Francisco is within the nine-county San Francisco Bay Air Basin. The Bay Area Air
Quality Management District operates air quality monitoring sites throughout the Bay Area,
although none are located in South San Francisco. The closest monitoring sites are located
in San Francisco to the north and Redwood City to the south.
As measured by the network of Bay Area monitoring sites, air quality has been steadily
improving for most pollutants since 1982. From 1991 to 1994, there were no violations of
either the one-hour or eight-hour CO standards, or the standards for ozone, nitrogen dioxide,
sulfur dioxide or lead recorded at either the San Francisco or Redwood City monitoring sites.
The federal PM-10 standard also was not exceeded, although the more stringent state PM-10
standard was exceeded for between five and 15 days each year at the San Francisco
monitoring station and for 5 to 12 days each year at the Redwood City monitoring station
during the four-year period between 1991 and 1994.
d. Reaional Air Quality Plans and Attainment Status
The federal Clean Air Act required that the State Air Resources Board, based on air quality
monitoring data, designate as "nonattainment areas. those portions of the state where the
federal ambient air quality standards were not met. As of 1982, the San Francisco Bay Air
Basin had been a nonattainment area for ozone, carbon monoxide and particulate matter.
The 1979 Air Quality Plan was the adopted management plan for the region at the time the
1982 EIR was certified. This was then replaced by the 1982 Bay Area Air Quality Plan, which
set forth a regional strategy to show how the federal standards were to be attained by 1987.
Despite considerable improvement in air quality, the Bay Area did not meet the 1987 deadline
for attainment of the federal air quality standards for ozone and carbon monoxide.
Major new federal and state legislation was enacted since 1982, requiring expansion of
regional air quality planning and control efforts. The federal Clean Air Act Amendments of
1990 mandated a fresh attempt at attaining the national standards, requiring that
'Bay Area Air Quality Management District, Toxic Air Contaminant Control Proaram Annual RepOrt
1993: Volume II, 1993.
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nonattainment areas develop plans and strategies that will reduce pollutants by certain
increments or face imposition of sanctions (e.g. withholding of highway project funding).
Concentrations of federal nonattainment pollutants have been gradually declining in the Bay
Area over the past decade. The Bay Area was recently redesignated by the U.S.
Environmental Protection Agency as a "maintenance area" for ozone, and a request for,
redesignation to "maintenance area" for carbon monoxide has been submitted to the U. S.
Environmental Protection Agency.
With the enactment of the California Clean Air Act of 1988 regional air quality planning has
shifted emphasis from the federal ambient standards to meeting the state ambient air quality
standards. This legislation empowers regional air quality management districts with new
authority to design, adopt, implement, and enforce comprehensive plans for attaining and
maintaining both the federal and the more stringent state air quality standards by the earliest
practical date. Among its provisions, the California Clean Air Act provides districts with the
authority to establish new controls on mobile sources of pollution.
The area-wide plan required by the California Clean Air Act was adopted by the BAAQMD in
October 1991.' The 1991 Clean Air Plan imposes controls on stationary sources (factories,
power plants, industrial sources, etc.) and Transportation Control Measures (TCMs) designed
to reduce emissions from automobiles, including indirect sources. Since the Plan does not
provide for a five percent annual reduction in emissions, it proposes the adoption of "all
feasible measures on an expeditious schedule."
The Bay Area '91 Clean Air Plan forecasts continued improvement in regional air quality. An
analysis of carbon monoxide trends shows attainment of the standards throughout the Bay
Area by the mid-1990s. However, implementation of the Plan would not provide for attainment
of the State ozone standard even by the year 2000.
2. 1982 EIR IMPACT AND MITIGATION FINDINGS
Air quality impacts and mitigation measures identified in the 1982 EIR are summarized in
Table 33.
The 1982 EIR identified air quality impacts of three types: short-term construction-related dust
impacts, 'increases in carbon monoxide concentrations along streets providing access to the
site, and increases in regional pollutant emissions. An updated reevaluation of project short-
term construction impacts, long-term local and regional air quality effects is provided below.
1Bay Area Air Quality Management District, Bay Area '91 Clean Air Plan (CAP), 1991.
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Table 33
1982 EtR AIR QUALITY IMPACT AND MITIGATION FINDINGS
Impact Summary
Project construction would generate significant
quantities of airborne particulate matter (PM-10)
which could adversely affect surrounding uses
near the project site.
Project generated emissions of carbon
monoxide would increase concentrations in the
project vicinity, but would not result in
concentrations above federal standards,
The project would result in emissions of
regional pollutants (Le., pollutants which affect
the entire San Francisco air basin) for two
precursors of ozone (reactive organic gasses
and oxides of nitrogen) and for sulfur oxides.
Mitiaation Summary
The project sponsor shall maintain wet surfaces
on unpaved roads and disturbed soils through
appUcation of 0.5 gallons of water per square
yard of earth surface twice daily.
The following transportation system
management (TSM) measures shall be
incorporated into the project:
· limousine service from the airport to the
hotelltech trade center;
· bus pullouts and shelters along Bayshore
Boulevard and Hillside Boulevard;
· Preferential carpool parking in the
commercial area;
· Encouragement of staggered work hours;
· Encouragement of vanpooling/carpooling
through the homeowners association; and
· Encouragement of expanded transit
service.
These measures would be expected to
decrease one-hour and eight hour carbon
monoxide concentrations by five percent and
10 percent respectively, and would decrease
emission of regional pollutants.
SOURCE: EIP Corporation, 1982. Draft Environmental Impact RepOrt for the Terrabav Development
Proiect. San Mateo County, California.
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3. SUPPLEMENTAL IMPACT FINDINGS
Methods used for predicting and analyzing air pollutant emissions are constantly being revised
and updated to account for changing technology and emissions control programs. Since
1982, new analytical tools have been developed that enable a more precise prediction of
project air quality impacts. The following updated discussion of local and regional air quality
impacts also describes the criteria and methodologies used in this SEIR that differ from those
used in the 1982 EIR.
a. Chanaes In Sianiflcance Criteria
Appendix G of the CEQA Guidelines establishes that a project will normally have a significant
impact on air quality if it will:
violate any air quality standard, contribute substantially to an existing or projected air
quality violation, or expose sensitive receptors to substantial pollutant concentrations. '
Since certification of the 1982 EIR, the Bay Area Air Quality Management District (BAAQMD)
has established revised thresholds of significance for use in local and regional air quality
impact assessments of projects. A significant impact on local air quality is defined in this
SEIR as a predicted violation of these revised carbon monoxide ambient air quality standards
due to project-related traffic increases on the local street network. For regional air quality, a
significant impact is defined as an increase in emissions of reactive organic gases (ROG),
oxides of nitrogen, (NOx) or fine particulate matter (PM-1 0) of 150 pounds per day or greater.
b. Short-Term Construction Impacts
Project construction activities such as clearing, excavation and grading operations,
construction vehicle traffic on unpaved ground, and wind blowing over exposed earth would
generate dust and particulate matter. Construction dust would affect local and regional air
quality at various times during the build-out period of the project. The dry, windy climate of
the area creates a high potential for dust generation.
Construction dust impacts are extremely variable, being dependent on wind speed, soil type,
soil moisture, the type of construction activity, and the number of acres affected by
construction activity. A rough estimate of uncontrolled construction PM-10 (Particulate Matter,
10 microns) emissions is 0.6 tons per month per acre of active construction.
The effects of construction activities would be increased dustfall and locally elevated levels of
PM-10 near the area of construction activity. Depending on the weather, soil conditions, the
amount of activity taking place, and the nature of dust control efforts, these impacts could
lCEQA Guidelines, Appendix G, item x.
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affect existing residential areas adjacent to the project. While most Phase I rough grading has
already been completed, including grading for project components located nearest to existing
adjacent residential areas, remaining finish grading for Phase I and grading for subsequent
project phases could affect adjacent existing residential areas as well as the new project
Phase I residential areas. The 1982 EIR has already identified these construction period dust
impacts as potentially significant and has identified associated mitigation measures. Since
1982, however, other measures have been commonly suggested in addition to those identified
in the 1982 EIR. If these additional "common practice" measures are not included in the
mitigation program, the project dust impacts, under post-1982 significance criteria, would
represent a short-term significant adverse air quality impact. (Supplemental Impact AQ-1)
c. Chanaes in Lena-Term Air Quality ImDacts
(1) Local Air Qualitv Impacts. On the local scale, the pollutant of greatest concern is carbon
monoxide. Concentrations of this pollutant are related to the levels of traffic and congestion
along streets and at intersections.
· The CALlNE-4 air pollutant dispersion model has replaced the CALlNE-3 model used in
the 1982 EIR as the BAAQMD-required impact assessment tool for local carbon
monoxide. The CALlNE-4 program has an intersection mode that allows quantification of
carbon monoxide concentrations near intersection "hotspots" and also can be run in a
"worst case" mode that automatically finds the wind direction that yields the highest
concentration, two features not available in the CALlNE-3 model.
· The Bay Area Air Quality Management District has also periodically published maps of
background levels of carbon monoxide and correction factors to allow forecasts of
background carbon monoxide levels in future years for use in environmental documents.
These maps and correction factors have been used in this SEIR and yield significantly
higher background emissions levels compared to those assumed in the 1982 EIA.
The CALlNE-4 computer simulation model was applied to two selected intersections selected
as those most affected by project traffic generation to estimate existing and future localized
carbon monoxide levels in the study area. The CALlNE-4 program and the assumptions
made in its use are described in Appendix D.
The results of the CALlNE-4 modelling for the two intersections are shown in Table 34.
Predicted future 1-hour concentrations in Table 34 are to be compared to the state standard of
20 parts per million (PPM) and the federal standard of 35 PPM. Predicted 8-hour
concentrations in Table 34 are to be compared to the state and federal standard of 9 PPM.
Existing concentrations in Table 34 are below the state and federal standards. Future year
concentrations are also expected to be below current levels due to increasingly stringent
emission control programs for automobiles. Project traffic in the year 2000 (Phase I traffic)
would increase concentrati,ons by up to 0.6 PPM for the 1-hour averaging time and up to 0.4
PPM for the 8-hour averaging time, while project traffic in the year 2010 (traffic from Phases I,
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Table 34
PROJECTED CARBON MONOXIDE CONCENTRATIONS NEAR SELECTED
INTERSECTIONS IN PARTS PER MILLION (PPM)
Intersection
Sister Cities Blvd-Oyster
Point Blvd/Airport Blvd-
Bayshore Blvd
Hillside Blvd/Jefferson
St-South San Francisco Dr
Scenario
Existing (1995)
No Project (2000)
Phase I (2000)
No Project (2010)
Phases I, II and III (2010)
Existing (1995)
No Project (2000)
Phase I (2000)
No Project (2010)
Phases I, II and III (2010)
Concentration (PPM)
1-Hour 8-Hour
12.9
10.6
10.7
6.7
6.9
8.9
7,3
7.4
4.5
4.7
8.4
6.2
6.8
4.3
4.6
5.7
4.2
4.6
2.9
3.1
SOURCE: Donald Ballanti, 1995.
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II and III) would increase concentrations by up to 0.3 PPM for the 1-hour averaging time and
0.2 PPM for the 8-hour averaging time. These concentrations would remain below the state
and federal standards. The project impact on local air quality is therefore still considered less-
than-significant.
(2) Reaional Air Quality Impacts. Trips to and from the project would result in air pollutant
emissions affecting the entire San Francisco Bay air basin. Regional emissions associated
with project vehicle use have been calculated using EMFAC7F emission factors. The
EMFAC7F emissions program is now typically used instead of the EMFAC7C emissions
program used in the 1982 EIR. The EMFAC program has been updated every few years to
reflect current control programs and emissions control technology. In general, the EMFAC7F
program yields lower emission estimates because it reflects the most current emission
standards for vehicles and considers the effects of a variety of emission programs
(reformulated fuels, for example) not considered in the EMFAC7C program. The methodology
used in estimating vehicular emissions is described in Appendix D.
The estimated incremental daily emissions associated with project-related traffic are shown in
Table 35 for reactive organic gases and oxides of nitrogen (two precursors of ozone), and PM-
10.
Daily ROG and PM-10 emissions associated with proposed residential uses are also shown in
Table 35. Residential uses contain a number of dispersed and intermittent sources of
pollutants such as space and water heaters, household paints and solvents, fireplaces and
woodstoves, lawn mowers and other equipment.
Project emissions shown in Table 35 for Phase I of the proposed development would not
exceed 150 pounds per day, and would therefore have a less-than-significant regional air
quality impact. However, similar to the 1982 EIR findings, the updated analysis indicates that
buildout of Phases I, II and III would generate new regional emissions of ozone precursors
exceeding 150 pounds per day. Unless the most current mitigation methodologies
recommended by the BAAQMD are incorporated in the project, this ROG/NOx effect would be
considered a significant adverse impact on regional air quality. (Supplemental Impact AQ-2)
4. SUPPLE""ENTAL MITIGATION NEEDS
a. Construction Impacts
(Supplemental Impact AQ-1) The 1982 EIR recommended twice-daily watering for dust
control. However, under current practice, this recommendation may not be sufficient to
reduce construction dust impacts to a less than significant level. The following are
construction dust mitigation practices commonly used today at construction sites in the Bay
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Table 35
PROJECT EMISSIONS IN POUNDS/DA Y
ROG NOx PM-10
Phase I:
Vehicle Use 34.1 41.2 11.3
Residential Sources 33.5 6.7 2.2
Total 67.6 47.9 13.5
Phase I, II, & III
Vehicle Use 99.3 144.0 78.9
Residential Sources 82.3 16.4 5.3
Total 181.6 160.4 84.2
SOURCE: Donald Ballanti, 1995.
ROG = Reactive Organic Gases
NOx = Oxides of Nitrogen
PM-10 = Particulate Matter, 10 Micron
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Area that should be implemented in place of the construction period air quality mitigation
identified in the 1982 EIR.
· Suspend earthmoving or other dust-producing activities during periods of high winds
when watering is insufficient to avoid visible dust plumes.
· Water or cover stockpiles of debris, soil, sand or other materials that can be blown by the
wind.
· Sweep construction area and adjacent streets of all mud and debris, since this material
can be pulverized and later resuspended by vehicle traffic.
· Limit the speed of all construction vehicles to 15 miles per hour while travelling on
unpaved surfaces.
· Water all inactive portions of the site with an appropriate dust suppressant, followed by
covering and seeding.
b. Lona Term Air Quality Impacts
(1) Reaional Air Quality Impacts. (Supplemental Impact AQ-2) In addition to the
transportation system management (TSM) requirements identified as mitigation in the 1982
EIR, the following measures should be implemented:
· The project should incorporate a vehicle-trip reduction requirement applicable to all land
uses. Specific trip reduction goals should be adopted and enforcement procedures
developed by the applicant in consultation with the BAAQMD.
In addition, require the project sponsor to submit to the city a mitigation plan that includes
these types of measures to reduce residential emissions:
· Restrict the number of fireplaces in residences, or require residential use of EPA-certified
woodstoves, pellet stoves or fireplace inserts. The use of natural gas fired fireplaces
should be encouraged.
· Require outdoor outlets at residences to allow use of electrical lawn and landscape
maintenance equipment.
· Make natural gas available in residential backyards to allow use of natural gas-fired
barbecues.
Adoption of these measures would have the potential to reduce regional impacts of the project
by from five to 15 percent. This reduction would reduce project regional emissions of NOx to
below 150 pounds per day, but would not be sufficient to reduce emissions of ROG to below
the 150 pounds per day BAAQMD significance threshold. Even after mitigation, the impact of
buildout of project Phase I, II and III on regional air quality would remain an unavoidable
significant adverse impact.
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J. CULTURAL RESOURCES
The following section describes project cultural resources impacts. The cultural resources
setting is first described, followed by a summary of impact and mitigation findings of the 1982
EIR and a reevaluation of project impacts and mitigation recommendations. This update is
based on a new file search by the State Historic Resource File System Northwest Information
Center at Sonoma State University.
1. SETTING
The following description is based on the archaeological evaluation of the project site
performed for the 1982 EIR and a new file search performed for this SEIR update. The 1982
EIR evaluation included archival review at the Northwest Information Center of the California
Archaeological Survey Inventory, field reconnaissance and limited subsurface testing.
a. 1982 Archival Review
The archival review completed in 1982 revealed that two prehistoric sites, CA-SMa-40 (a large
shell mound) and CA-SMa-92 (a smaller shell midden) were located within areas proposed for
development. Also in 1982, local informants reported the potential presence of human
internments at CA-SMa-40, as well as the presence of historic resources at another location:
an early San Francisco water system and two mine shafts.
b. 1982 Surface Reconnaissance
General surface reconnaissance performed in 1982 located recorded prehistoric site CA-SMa-
40. Recorded site CA-SMa-92 was not located during this reconnaissance because erosion
had covered it with soil. A previously unrecorded prehistoric site, CA-SMa-234 (a smaller
shell midden similar to CA-SMa-40) was also located. Only a section of the former water
system pipeline and one mine shaft are actually found to be on the project site, and few other
traces of these former historic activities were noted.
c. 1982 Subsurface Testina
Limited subsurface testing was also conducted in 1982 to determine the location of the buried
site, CA-SMa-92, and to establish the subsurface boundaries of CA-SMa-40. CA-SMa-92 was
revealed to have been seriously disturbed by prior underground construction. However, CA-
SMa-40 was found to include an extraordinarily rich subsurface component.
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d. 1982 Evaluations of Sianificance
Although the 1982 EIR indicated that a determination of the significance of the prehistoric
sites was not possible due to the limited available knowledge and understanding of the sites,
the EIR did state that CA-SMa-40 could possibly be eligible for listing on the National Register
of Historic Places. With respect to the fourth identified onsite cultural resource, the historic
mine shaft and water distribution system, the remnants were determined to have minimal local
significance, not suffi.cient for National Register listing.
No significant new information or substantive changes in the circumstances under which the
project is undertaken from those described in the 1982 EIR have been identified with respect
to cultural resources.
2. 1982 IMPACT AND MITIGATION FINDINGS
Cultural resources impacts and mitigation measures identified in the 1982 EIR are
summarized in Table 36.
3. SUPPLEMENTAL IMPACT FINDINGS
a. Potential for Additional Cultural Resource Discoveries
Records indicate that 100 percent of the project site has been studied for cultural resources.
The 1982 EIR impact evaluation was limited to evaluation of project impacts on four specific
cultural resource sites identified in these studies. However, the staff at the State Historical
Resources System, Northwest Information Center indicate that the project site as a whole,
which is located on the bay margins and at the base of hills near sources of fresh water, has
a high potential for previously undiscovered Native American sites, which could be
encountered during project construction (i.e., grading).' Such disturbance would represent a
potentially significant adverse impact. (Supplemental Impact CR-1)
b. Adeauacy of 1982 EIR Site-Specific Mitiaations
(1) CA-SMa-40. To mitigate identified potential project impacts to site CA-SMa-40, the 1982
EIR recommended capping the site with a minimum of one foot of sterile fill and sealing the
site under landscaping or parking areas. However, in its recent review of this mitigation
recommendation, staff at the Northwest Information Center or the California Archaeological
'August 18, 1995 letter from Lynn Compas, Researcher II, Historical Resources Information
System, Northwest Information Center, to Ricardo Bressanutti, Wagstaff and Associates, re: Terrabay
Specific Plan and Development Agreement Extension Supplemental EIR.
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Table 36
1982 EIR CULTURAL RESOURCES IMPACT AND MITIGATION FINDINGS
Impact Summary
The historic mine shaft and water distribution
system, and prehistoric site CA-SMa-234, are
located outside areas of proposed
development.
CA-SMa-40 is rich and relatively intact and
could possibly be eligible for National Register
listing. Disturbance of CA-SMa-40 during
project construction would be a significant
adverse impact.
CA-SMa-92 is in the direct location of
development but has been so disturbed that its
integrity is substantially minimized.
Mitiqation
A minimal research program should determine
the historical background of the mine shaft
(age, builder, period of use).
A minimum of one foot of sterile fill should be
placed over CA-SMa-40 and the area sealed
under landscaping and/or parking areas. A
small-scale program of surface collection and
minor sampling should be conducted prior to
placement of fill. Scarification, earth moving
and compaction for site burial should be
monitored by a qualified archaeologist.
Trenching activities for underground utilities and
subsurface drainage should be avoided.
Subsurface utilities and drainage plans should
be inspected by a qualified archaeologist to
verify site avoidance.
Should construction earthwork disturbance of
native soils at CA-SMa-40 be unavoidable, a
five percent sample of the affected area should
be hand-excavated, and construction activities
monitored and specific mitigation recommended
by a qualified archaeologist. If human remains
are encountered, a Native American
representative should be consulted.
SOURCE: EIP Corporation, 1982. Draft Environmental Impact RepOrt for the Terrabav Development
Proiect. San Mateo County, California.
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Inventory' determined that the recommended one foot of fill soil may not be sufficient to avoid
damage to this resource during construction. As a result, potential damage to CA-SMa-40
during project construction under the 1982 EIR mitigation program may still result in a
significant adverse impact. (Supplemental Impact CR-2)
(2) CA-SMa-92. The 1982 EIR indicated that site CA-SMa-92 was revealed to have been
seriously compromised by prior underground construction, although a determination of its
significance was not possible due to the limited available knowledge and understanding of the
site. While site CA-SMa-92 is also within the area of proposed Terrabay development
activities, the 1982 EIR recommended no mitigation. However, because the project site does
have a high potential for containing Native American resources, and because subsurface
testing for the 1982 EIR was limited, there is a substantial probability of encountering and
disturbing additional cultural resources at site CA-SMa-92 during Terrabay construction,
representing a potentially significant adverse impact. (Supplemental Impact CR-3)
4. SUPPLEMENTAL MITIGATION FINDINGS
a. Potential for Additional Cultural Resource Discoveries
(Supplemental Impact CR-1) In the event that subsurface cultural resources2 are
encountered during project construction, work in the immediate vicinity should be immediately
stopped and alteration of the materials or their context should be avoided until the resources
and their significance can be properly evaluated by a qualified archaeologist. The discovery
or disturbance of any cultural resources should also be reported to the California
Archaeological Inventory and the Native American Heritage Commission, and recorded on
appropriate Department of Parks and Recreation archaeological site records forms (DPR 422).
Mitigation measures prescribed by these groups and required by the city should be
undertaken prior to resumption of construction activities.
b. AdeQuacy of 1982 EIR Mitiaation Recommendations
(1) CA-SMa-40. (Supplemental Impact CR-2) In addition to mitigations recommended in
the 1982 EIR (Table 36), the following mitigation shall be implemented to avoid impacts to CA-
SMa-40. CA-SMa-40 should be capped with fill soil at a minimum of one foot deeper than the
maximum depth of construction activities above or near the site. An engineering fabric, such
as polypropylene matting, should be placed over the site before fill is placed. The capping
'Ibid.
2Such "subsurface cultural resources" could include prehistoric resources such as chert or obsidian
flakes, projectile points, mortars or pestles, and dark friable soil containing shell and bore dietary debris,
heat affected rock, or human burials; or could include historic resources such as stone foundations or
walls, structural remains with square nails, old wells, etc.
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should be supervised by a qualified archaeologist familiar with prehistoric archaeology in San
Mateo County so that the boundaries of the site will be properly defined. The site should be
recorded on form DPR 422. Additional or different measures for site capping, and for a
sampling program/test excavations prior to capping, may be recommended by the monitoring
archaeologist.
(2) CA-SMa-92. (Supplemental Impact CR-3) Prior to commencement of grading for
project Phase III, the subsurface boundaries and the significance of site CA-SMa-92 should be
properly determined through further subsurface testing by a qualified archaeologist familiar
with prehistoric archaeology in San Mateo County. Mitigations, possibly including a sampling
program followed by capping in a manner similar to that proposed for CA-SMa-40, may be
recommended. The site should be recorded on form DPR 422.
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v. PROJECT CONSISTENCY WITH ADOPTED PLANS AND POLICIES
The project site is located at the northern edge of South San Francisco. Portions of the site
proposed for development were annexed by the city in 1983; portions of the site to remain as
open space are still within unincorporated San Mateo County. As required by state law, all
development review in South San Francisco and San Mateo County is guided by the polices
set forth in the applicable general plans of these two jurisdictions.
Section 15125(b) of the CEQA Guidelines requires EIRs to "...discuss any inconsistencies
between the proposed project and applicable general and regional plans." The Guidelines
indicate further that the objective of such a discussion is to provide information and find ways
to modify the project if warranted to reduce any identified inconsistencies with relevant plans
and policies.
This SEIR chapter identifies project inconsistencies with pertinent goals and policies of:
(1) the South San Francisco General Plan, (2) the city's Park. Recreation, and Open Space
Master Plan, (3) the city's East of 101 Area Plan, (4) the San Mateo County General Plan,
(5) the San Bruno Mountain Habitat Conservation Plan, and (6) relevant adopted regional
plans, including the Bay Area Air Quality Management District's (BAAQMD) 1991 Clean Air
Plan, the Association of Bay Area Governments (ABAG) San Francisco Bay Area ReQional
Plan (1980), the San Francisco Bay Regional Water Quality Control Board's (RWQCS) 1991
Water Quality Control Plan, the San Mateo County Conoestion Manaoement Proaram (CMP),
and the San Francisco International Airport Master Plan (1992).
This chapter also includes an analysis of the plans and policies consistency findings of the
1982 EIR.
A. 1982 EIR PLANS AND POLICIES CONSISTENCY FINDINGS
In 1976, when all of the subject property was still unincorporated San Mateo County land, the
San Mateo County General Plan was amended to allow for a previous development proposal
which encompassed the project site. Subsequently, in 1983, one year after the adoption of
the Terrabay Specific Plan by the city of South San Francisco and the county of San Mateo,
the residential and commercial portions of the project area were annexed to the city of South
San Francisco. The major open space component of the project remains under San Mateo
County jurisdiction.
The 1982 EIR analyzed the consistency of the Terrabay project with the San Mateo County
1976 General Plan Amendment for San Bruno Mountain, the 1969 South San Francisco
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General Plan, the 1980 ABAG San Francisco Bay Area Reaional Plan, and the San Bruno
Mountain Area Habitat Conservation Plan.
The 1982 EIR found that the Terrabay project was consistent with the four analyzed plans,
except as follows:
· San Mateo County General Plan Consistency. The 1982 EIR found that the Terrabay
project was not entirely consistent with the 1976 general plan amendment to allow
development of portions of San Bruno Mountain. The following specific inconsistencies
with the general plan amendment were identified:
(1) the Terrabay plan did not include the high-rise housing complex for the elderly
specified in the General Plan,
(2) the plan did not provide for 20 percent low and moderate income housing,
(3) the plan did not include a provision for warehouse development in the Sierra Point
subarea,
(4) the plan did not include a cultural center, library, police station and religious
facilities; and
(5) the project included plans for development of slopes exceeding 30 percent.
However, the 1982 EIR concluded that no project modifications or general plan
amendments would be necessary because "the County's Department of Environmental
Management has found the proposed project is generally consistent with the General
Plan Amendment."
· South San Francisco General Plan Consistency. With respect to the City of South San
Francisco General Plan, the 1982 EIR identified an inconsistency in (1) the project's
commercial land use along Bayshore Boulevard versus the General Plan's designation of
that area as single-family residential; and (2) the lack of school facilities in the specific
plan versus the general plan's designation of an elementary school in the project area.
The EIR concluded that these inconsistencies could be eliminated with general plan
amendments that would accommodate Terrabay project characteristics.
B. SUPPLEMENTAL CONSISTENCY FINDINGS
With the exception of ABAG's San Francisco Bay Area Reaional Plan, all of the plans
analyzed in the 1982 EIR have been updated and several new plans have been adopted
since 1982. Local plans adopted since 1982 include the city's 1994 East of 101 Area Plan
and 1990 Park. Recreation, and Open Space Master Plan. New regional plans include the
BAAQMD's 1991 Clean Air Plan, the RWQCB's 1991 Water Quality Control Plan, and the
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1992 San Mateo County Conaestion Manaaement Proaram. Terrabay project consistency
with these post-1982 plan revisions is described below.
1. South San Francisco General Plan
a. General Plan Land Use Desianations and Plannina Areas. The current South San
Francisco General Plan was adopted in 1986. To establish consistency with the Terrabay
Specific Plan, the general plan land use designations for the project site were revised to
include Planned Commercial, Low and Medium Density Residential, and Open Space
designations corresponding to the specific plan land uses. The project is located within
Planning Area 4 of the 1986 South San Francisco General Plan.
b. General Plan Policies. The following section identifies relevant 1986 general plan
policies and the proposed project relationship to those policies.
Land Use, Transportation and Circulation Elements--General Land Use Policies. The 1986
Land Use Element of the General Plan was established after the implementation of the
Terrabav Specific Plan. The land use and circulation policies of the Terrabav Specific Plan
were incorporated into the Land Use Element and the Transportation/Circulation Element of
the General Plan (Planning Area 4) in a manner which results in project consistency.
The Housing Element of the South San Francisco General Plan was adopted in 1992. The
project is consistent with the 1992 Housing Element's policies (such as Policy 1 B, p. 67)
which encourage production of new housing in South San Francisco.
2. Park. Recreation. and Open Space Master Plan
The South San Francisco Park. Recreation and Open Space Master Plan was adopted in
1990. The open space and recreation components of the project are consistent with the goals
and policies contained within this document.
3. East of 101 Area Plan
The City of South San Francisco's 1994 East of 101 Area Plan does not encompass the
Terrabay Development project area, which is located entirely to the west of US 101.
However, several of the transportation and circulation improvements contained in the East of
101 plan, such as the widening of the Bayshore Boulevard off-ramp from US 101, will affect
vehicular circulation in the project area. All of the relevant roadway improvements called for in
the East of 101 plan have been considered in the Transportation section of this SEIR (section
IV.C).
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4. San Mateo County General Plan
When the 1982 EIR was prepared, the entire project site was located within unincorporated
San Mateo County. The area of the site proposed for development was annexed to the City
of South San Francisco in 1983 and is therefore no longer subject to the goals, objectives and
policies of the San Mateo County General Plan. However, the 132-acre open space
component of the Terrabay development would be permanently dedicated to the county for
inclusion in the San Bruno Mountain State and County Park. The San Mateo County General
Plan as updated in 1986 now incorporates the open space specified in the Terrabay Specific
Plan.
5. San Bruno Mountain Habitat Conservation Plan
The 1982 Terrabay EIR found the project to be consistent with San Mateo County's San
Bruno Mountain Habitat Conservation Plan, which has not been modified since that time. The
vegetation and wildlife section of this SEIR provides an updated assessment of Terrabay
project consistency with the goals, objectives, and policies of the San Bruno Mountain Habitat
Conservation Plan as amended since 1982.
6. Proiect Relationship to Reaional Plans
New regional plans adopted since 1982 which are relevant to the project area include the
BAAQMD's 1991 Clean Air Plan, the RWQCB's 1991 Water Quality Control Plan, the San
Mateo County Conaestion Manaaement Proaram (1991), the San Francisco International
Airport Master Plan (1992), the San Mateo County Airport Land Use Plan, and the Part 150
Noise Compatibility Proaram.
(a) 1991 Clean Air Plan. Bay Area Air Quality Management District (BAAQMD) policies set
forth in the District's 1991 Clean Air Plan call for consideration of traffic-related air quality
impacts in the review of proposed projects. Specifically, the District calls for such air quality
effects to be analyzed in the environmental impact reports on such projects, subject to
BAAQMD review. The air quality section of this SEIR includes such an analysis. The
analysis indicates that the transportation demand management measures required by the
existing Development Agreement would not be sufficient to meet 1991 Clean Air Plan
standards. However, large businesses within the project will be required to comply with the
city's TSM Ordinance. Adequate TSM measures have also been incorporated as mitigation
measures in the transportation section of this SEIR.
(b) 1991 Water Quality Control Plan. The RWQCB's 1991 Water Quality Control Plan is a
document that contains policies to control water quality, including urban runoff management
and construction activity control. To implement this plan, the Regional Board is currently
developing guidelines identifying Best Management Practices (BMPs) for reducing non-point
source pollutants. These practices are expected to encourage increased street cleaning, oil
and grease separators for large parking areas, infiltration areas, and trash racks.
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Section IV.E of this SEIR, Drainage and Water Quality, recommends water quality related
mitigation measures to ensure that the project will be consistent with the latest adopted
RWaCB adopted policies. In addition, project development will be subject to the city's 1994
South San Francisco Storm Water Management and Discharge Control Program.
(c) San Mateo County Conaestion Manaaement Proaram (CMP). Pursuant to California
Government Code Section 65089(a), the San Mateo County Transportation Authority has
adopted a San Mateo County Conaestion Manaaement Proaram (CMP). The CMP identifies
a number of highway and other principal roadway segments in the county as routes of
regional significance warranting special consideration in local decision making. US Highway
101, at the eastern periphery of the project area, is identified in the CMP as a route of
regional significance.' No local roadways in the project vicinity are identified as part of the
CMP network. The impacts of the project on the operation of US 101 in the project vicinity,
and related mitigation needs, are addressed in traffic analysis contained in section IV.C of this
SEIR.
(d) San Francisco ,International Airport Master Plan. The San Francisco International Airport
is located approximately two miles to the southwest of the project site. In 1992, the San
Francisco Airports Commission adopted the San Francisco International Airport Master Plan
which identifies $2.4 billion of planned improvements of the airport and supporting facilities,
including a new international terminal. These future improvements have been considered in
the transportation and noise sections of this SEIR (sections IV.C, Transportation, and section
IV.H, Noise).
(e) San Mateo County Airport Land Use Plan. The San Mateo County Airport Land Use
Plan (ALUP), as adopted by the Airport Land Commission in 1981, addresses noise and
safety considerations relevant to land surrounding the airport. The aim of the plan is to
ensure that compatible land uses are established in areas affected by airport operations by
identifying noise/land use compatibility standards and height restrictions. The noise-related
policies have been considered in the noise section of this SEIR (section IV.H), including a
recommended mitigation measure requiring a detailed noise analysis of the site prior to
construction. This noise analysis would ensure that the sound insulation of project structures
meet minimum ALUP standards. The project height limits fall within ALUP height limits.
(f) Part 150 Noise Compatibility Proaram. The San Francisco Airport Commission maintains
a San Francisco International Airport aviation traffic Noise Exposure Map. The map includes
a 65 dBA CNEL boundary which is used to determine whether residential units are eligible for
federal sound insulation funding under the airport's Federal Aviation Administration (FAA)
approved Part 150 Noise Compatibility Program. No Terrabay project units are included within
the current (1995) 65 dBA CNEL boundary.
'San Mateo County Conaestion Manaaement Proaram, November, 1992, Policy 1.5, page E-2.
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VI. Alternatives to the Proposed Project
VI. ALTERNATIVES TO THE PROPOSED PROJECT
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VI. ALTERNATIVES TO THE PROPOSED PROJECT
Supplemental impact findings and mitigation recommendations for the Terrabay Specific Plan
and development agreement extension are described in detail in this SEIR. CEOA also
requires that EIRs include an analysis of alternatives to the proposed project that would
reduce or eliminate impacts. The 1982 EtR included such an analysis. This section of the
SEIR identifies any substantive changes in conditions since 1982 which may affect the
findings of the 1982 EIR regarding four identified alternatives to the proposed project.
A. SUMMARY OF 1982 EIR FINDINGS
1. Identified Alternatives
No Project Alternative (as required by CEOA): This 1982 alternative assumed that the 332-
acre project site would remain in its current state, which (in 1982) meant no development.
Concept Plan Alternative (as presented in the concept plan proposed by W.W. Dean
Associates in 1982): This alternative assumes Phase I and II residential uses and related
community facilities similar in type and density to those contained in the approved specific
plan and development agreement, but with less intense Phase III commercial development
levels.
Alternative Designed to Conform With the Sphere of Influence Study: This alternative
assumes development of 1,036 residential units and a 10-acre shopping center along the
south-facing portion of the project site, and commercial and industrial development along the
eastern portion,' consistent with the Preliminary Site Utilization Plan included in the city's 1982
South Slope Sphere of Influence Study.
Alternative Designed to Conform With the General Plan Amendment This alternative
assumes development of 985 multi-family units, of which 20 percent would be affordable to
low and moderate income households, including a high-rise elderly housing complex, plus
development of higher intensity commercial and light industrial uses, and a community center
with a pre-school, cultural center, library, fire station, police station and religious facilities,
consistent with the 1976 San Mateo County general plan amendment for San Bruno Mountain.
2. Impact Comparison Summary
The 1982 EIR contained the following comparative impact findings:
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No Project Alternative. The no project alternative would avoid the impacts identified for the
project, but would not provide additional housing and employment opportunities, and would
not contribute toward construction of Sister Cities Boulevard, the Hillside Recreation Center,
Fire Station 5, playfield improvements at Hillside Elementary School, and wastewater
collection system improvements.
Concept Plan Alternative. The impacts identified for this alternative would not differ
substantially from those identified for the project. However, less intense commercial
development with this alternative would result in lesser traffic, noise, water and air quality
impacts.
Alternative Designed to Conform to the Sphere of Influence Study. This alternative would
provide approximately 39 percent more housing units than the project, which would result in
greater traffic, noise, water, air quality and public services impacts. Development on the
knolls as well as within the swales of the project site would be inconsistent with the provisions
of the San Bruno Mountain Habitat Conservation Plan.
Alternative Designed to Conform With the General Plan Amendment. Higher intensity
residential development provided with this alternative, including apartments and a high-rise
senior citizens housing complex, would be incompatible with adjacent single family
neighborhoods. More intensive residential, as well as commercial, development would also
result in greater traffic, noise, water and air quality impacts.
3. Conclusions--Environmentallv Superior Alternative
CEOA guidelines stipulate that, "If the environmentally superior alternative is the no project
alternative, the EIR shall identify an environmentally superior alternative among the other
alternatives." Of the three alternatives evaluated in the 1982 EIR other than the no project
alternative, it was determined that the Concept Plan Alternative, because it would be less
intensive than the other alternatives, would result in the least adverse combination of
environmental impacts and would therefore be the "environmentally superior" alternative.
B. SUPPLEMENTAL FINDINGS
The only changes in the comparative impact findings of the 1982 EIR that are warranted are
with respect to the no project alternative. Because a specific plan, development agreement,
Phase I precise plan, and various other entitlements have been approved for the project, and
substantial on- and off-site improvements have been constructed, the No Project Alternative
now means no extension to the previous Terrabay Specific Plan and development agreement
entitlements, and no development activity beyond the current entitlement termination date of
February 14, 1997. Under this scenario, a limited portion of the Phase I residential
development would be completed, and development of Phases II and III would not be initiated.
Project contributions toward construction of Sister Cities Boulevard, Fire Station 5, playfield
improvements at Hillside Elementary School, and wastewater collection system improvements
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have already occurred. With the no project alternative. some additional housing would be
provided. Most impacts identified for development of Phase I of the project would still occur
under this alternative. Impacts identified for Phases II and III would be avoided with the no
project alternative.
Identified changes in the comparative impact findings of the 1982 EIR do not warrant a
change in the 1982 EIR's determination with respect to the Environmentally Superior
Alternative.
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VII. CEQA-Required Assessment Conclusions
VII. CEQA-REQUIRED ASSESSMENT CONCLUSIONS
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VII. CEQA-REQUIRED ASSESSMENT CONCLUSIONS
This chapter summarizes the SEIR findings in terms of five assessment categories suggested
by California Environmental Quality Act (CEQA) guidelines for EIR content: (1) growth-
inducing impacts, (2) unavoidable significant adverse impacts, (3) irreversible environmental
changes, (4) cumulative impacts, and (5) impacts found not to be significant.
A. GROWTH-INDUCING EFFECTS
Section 15126(g) of the CEQA guidelines states that an EIR should discuss "...the ways in
which the proposed project could foster economic or population growth, or the construction of
additional housing, either directly or indirectly, in the surrounding environment." The growth-
inducing impacts of the Terrabay project would consist of direct and indirect population,
housing and employment increases. The project would enable development of up to 721
additional housing units in the city of South San Francisco. This housing would accommodate
approximately 2,156 people. As discussed in section IV.B (Population and Housing) of this
SEIR, this population would represent approximately 3.5 percent of the South San Francisco
population projected by the Association of Bay Area Governments (ABAG) for the year 2005.
The 2,156 residents would represent approximately 88 percent of the 1,500-person population
increase projected by ABAG for South San Francisco between 1995 and 2005.
Extension of public services to the project site would not be expected to induce significant
additional growth because development allowances on San Bruno Mountain are limited to
those specific projects permitted under the San Bruno Mountain Habitat Conservation Plan
and associated Section 10(a) permit.
B. UNAVOIDABLE OR IRREVERSIBLE SIGNIFICANT ADVERSE IMPACTS
Section 15126 of the CEQA guidelines states that "unavoidable significant adverse impacts"
are those significant impacts for which no mitigation is available. Impacts identified in this
SEIR as significant and potentially unavoidable include the following:
1. Air Quality. (Supplemental Impact A-2) Even with recommended mitigations, project
impacts on regional air quality would remain significant and would represent a significant
unavoidable adverse impact.
2. Statement of Overridinq Considerations. In order to approve the project as proposed, the
city would be required to adopt a "Statement of Overriding Considerations" for any
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unavoidable impacts, in accordance with the CEOA guidelines. Sections 15093(a} and (b) of
the guidelines state that "if the benefits of a proposed project outweigh the unavoidable
adverse environmental effects, the adverse environmental effects may be considered
'acceptable,'" and that ''where the decision of a public agency allows the occurrence of
significant effects which are identified in the final EIR but are not at least substantially
mitigated, the agency shall state in writing the specific reasons to support its action based on
the final EIR and/or other information in the record."
C. IRREVERSIBLE ENVIRONMENTAL CHANGES
Section 211 O(f} of CEOA requires that any EIR identify any significant irreversible changes
that would result from implementation of the project. Section 15126(f} of the CEOA guidelines
suggests that irreversible environmental changes may involve uses of nonrenewable
resources or irreversible damage resulting from environmental accidents. None of the project
aspects would result in such effects. The project would not displace any nonrenewable
agricultural or extractive resources. While the project would eliminate some of the
endangered butterflies present on the site as permitted by the section 1 O(a} permit, through
strict adherence to the provisions of the associated HCP, the project is expected to enhance
the long-term survival of the species.
D. CUMULATIVE IMPACTS
The CEOA guidelines (section 15355) define "cumulative impacts" as "u.two or more individual
effects which, when considered together, are considerable or which compound or increase
other environmental impacts." In the case of the proposed project, cumulative impacts could
result from the combination of project impacts with approved and pending development in
South San Francisco described in section IV.A Land Use.
The cumulative effects of the project and surrounding development are discussed where
applicable in the findings described in section IV for each environmental topic area (e.g., land
use, transportation, public services, vegetation and wildlife, noise, air quality, etc.).
E. EFFECTS FOUND NOT TO BE SIGNIFICANT
In completing the Initial Study contained in Appendix A of this SEIR, it was determined by the
city that the following possible environmental effects of the project and needed mitigation
measures would be insignificant, were adequately addressed in the 1982 EIR, or could be
adequately addressed by city staff in the development review process, without reevaluation in
this supplemental EIR: (1) light and glare, (2) risk of upset, (3) energy, (4) human health, and
(5) aesthetics.
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VIII. MITIGATION MONITORING PLAN
A. BACKGROUND
On January 1, 1989, AS 3180 became law in Califomi~. The bill requires all public agencies
to adopt reporting or monitoring programs when they approve projects subject to
environmental impact reports.' The complete text of the bill can be found in Section 21081.6
of the Public Resources Code. Pursuant to this law, a mitigation monitoring program must be
implemented by the city of South San Francisco following certification of the Terrabav Specific
Plan and Development Aareement Extension SEIR.
Most of the environmental mitigation measures recommended in this SEIR will be subject to
effective monitoring through the city's normal development review procedures, including
precise plan and subdivision applications, design review approval, building permit approval,
and associated plan check and construction period field inspection procedures. However, to
satisfy CEQA Section 21081.6, a documented record of implementation will be necessary.
B. RECOMMENDED APPROACH TO MONITORING IMPLEMENTATION
1. Implementation Responsibilities
The party responsible for implementing each mitigation measure identified in this SEIR is
suggested in Chapter II of this SEIR (see column four of the summary table). The project
applicant will have primary responsibility for implementation of most of the required mitigation
measures.
2. Checklist
A Mitigation Monitoring Checklist form is suggested by Table 37 for city use in meeting the
requirements of AS 3180; Le., in establishing the "who, what, when, and how" aspects for
each mitigation measure from this SEIR that is ultimately required as a condition of project
approval. The checklist format includes spaces for: (1) a summary of each significant impact
identified in the Final SEIR (excerpted directly from the Summary chart in SEIR section II.C);
(2) a summary of each mitigation measure identified in the Final SEIR which has been
adopted as a condition of project approval by the city; (3) an identification of the type of
'Randy Pestor and Ron Bass, "Mitigation Monitoring and Reporting," California Planner, January
1989.
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monitoring action required; (4) an identification of the party responsible for performing and
verifying the monitoring action; and (5) an identification of associated timing requirements.
WP51 \548IDSEIRI VIII. 548
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T errabay Project
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VI1I. Mitigation Monitoring Plan
Page 272
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IX. Organizations and Persons Contacted
IX. ORGANIZATIONS AND PERSONS CONTACTED
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IX. Organizations and Persons Contacted
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IX. ORGANIZATIONS AND PERSONS CONTACTED
A. CITY OF SOUTH SAN FRANCISCO
Steve Solomon, Chief Planner, Department of Economic and Community Development
Lida Budko, Project Planner, Department of Economic and Community Development
Ron Petrocchi, Sergeant, Police Department
Fred Lagomarsino, Fire Marshal/Chief Building Official, Department of Economic and
Community Development
Barry Nagle, Director, Department of Parks, Recreation and Community Services
Richard Harmon, Senior Engineering Technician, Public Works Department
Ramon Towne, Interim Director of Public Works
John Gibbs, Oyster Point Project Manager's Office
Ray Honan, Senior Source Control Inspector, South San Francisco-San Bruno Water Quality
Control Plant
Mike Rozzi, Senior Construction Inspector
B. APPLICANT
James Sweenie, Vice President, Sterling Pacific Management Services
Mark Woods, KLH Engineers
Dan O'Connell, PSC Associates, Inc.
Geo/Resources Consultants, Inc.
C. OTHER ORGANIZATIONS
Janice Smith, South San Francisco Unified School District
AI Pucci, Assistant Superintendent, Jefferson Union High School District
Stephen J. Waterman, Esq., Superintendent, Brisbane Elementary School District
Mr. Gravelle, California Water Service Company
Roman Gankin, Principal Planner, County of San Mateo Environmental Services Agency
Lynn Compas, Researcher II, Historical Resources Information Center
Louise Bohnen, County of San Mateo Environmental Services Agency
David Kaplow, Pacific Open Space, Inc.
Neil Cullen, Director of Public Works, County of San Mateo
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x. Appendices
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x. APPENDICES
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APPENDIX A
NOTICE OF PREPARATION AND INITIAL STUDY
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Appendix A
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NOTICE OF PREPARATION
Department of Economic:
and Community Development
PLANNING DlVSON
415/871-8535
FAX 811-7318
TO: RESPONSIBLE AGENCIES
(Mailing List Attached)
FROM: City or South San Francisco
Planning Division
Post Office Box 711
South San Francisco, CA 94083
SUBJECf: NOTICE OF PREPARATION OF A DRAFf SUPPLEMENTAL
ENVIRONMENTAL IMPAcr REPORT TO EXTEND THE TERMS OF
TERRABAY SPECIFIC PLAN AND DEVELOPMENT AGREEMENT
The City of South San Francisco as the Lead Agency will prepare a supplemental
environmental impact report for the project identified below. We wish to know the views
of your agency as to the scope and content of the environmental information which is
germane to your agency's statutory responsibilities in connection with the proposed project
Your agency will need to use the SEIR prepared by our agency when considering your
permit or other approval for the project
The project description, location, and the probable environmental effects are contained in
the attached Initial Study. Due to the time limits mandated by State law, please send your
response at the earliest possible date but not later than 30 days after receipt of this notice.
Address your responses to Lida Budko, Project Planner, at the address shown above, please
include the name of a contact person in your agency. If you have any questions please
contact Ms. Budko at (415) 877-8535.
Project Title: Terrabay Specific Plan and Development Agreement Extension
Date: August 4, 1995
Steve Solomon
Chief Planner
Attachments
400 Grand Avenue. P.O. Box 711 . 94083
Terrabay Project
City of South San Francisco
January 4, 1996
Draft SEtR
Appendix A
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INITIAL STUDY FOR THE
TERRABA Y SPECIFIC PLAN AND
DEVELOPMENT AGREEMENT EXTENSION
Prepared for the City of South San Francisco
by
WAGSTAFF AND ASSOCIATES
Urban and Environmental Planners
August 1995
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City of South San Francisco
August 3. 1995
Initial Study
Terrabay Specific Plan and Development Agreement Extension
Page I
CONTENTS
Pace
Preface ............................................................. iii
I. Background. . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1
II. Environmental Impacts/III. Discussion of Environmental Evaluation ..... 10
1 . Earth. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 11
2. Air........... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 13
3. 'Water .................................................. 14
4. Plant Ufe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 16
5. Animal Ute . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 17
6. Noise . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 18
7. Light and Glare ...................... - . .. . . . . . . . . . . . . . . . . .. 18
8. Land Use . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 18
9. Natural Resources .......... _ . . . .. . . . . . . . . . . . . . . . . . . . . . . . .. 19
10. Risk of Upset . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 19
11. Population ............................................... 20
12. Housing.................. _ . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 20
13. Transportation/Circulation/Parking .............................. 20
14. Public Service ............. ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 22
15. Energy..................:............................... 24
16. Utilities ................................................. 24
17. Human Health ............................................ 25
18. Aesthetics ............................................... 26
19. Recreation............................................... 26
20. Cultural Resources. . . . . . . . . . . . . . . . . . . . . . .,. . . . . . . . . . . . . . . . .. 26
21. Mandatory Findings ot Significance .... . . . . . . . . . . . . . . . . . . . . . . . .. 27
IV. Determination. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 29
WP5115481MISCICHKLST.S48
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City of South San Francisco
August 3, 1995
Initial Study
T errabay Specific Plan and Development Agreement Extension
Page 1
INITIAL STUDY CHECKLIST
I. Back2l"ound
1. Application:
2. Project Description:
WP51l548IMISCICHKLST.548
Terrabay Specific Plan and development agreement extension
A. SETTING
1. ' Realonal Location
The project site is located in the northern portion of the city of
South San Francisco, in northern San Mateo County. San
Bruno Mountain State and County Park in unincorporated San
Mateo County, and the cities of Brisbane and San Francisco
are located to the north, San Francisco Bay to the east, San
Francisco International Airport and the city of San Bruno to
the south, and the town of Colma and the city of Daly City to
the west. U.S. Highway 101 (US 101)--the Bayshore
freeway--provides regional access to the site via the Oyster
Point Boulevard interchange.
2. Local Settlna
The proposed project site is located along the lower
southeastern slopes of San Bruno Mountain at the northern
edge of the city of South San Francisco. Portions of the site
proposed for development are within the city of South San
Francisco (annexed to the city in 1983); remaining portions of
the site, proposed to remain as open space, are within
unincorporated San Mateo County.
The site is generally bounded on the north by San Bruno
Mountain State and County Park, by Bayshore Boulevard to
the east, by Randolph Avenue and Hillside Boulevard-Sister
Cities Boulevard to the south, and by Hillside Elementary
School and portions of San Bruno Mountain State and County
Park to the west. Present access to the site is from Bayshore
Boulevard, Sister Cities Boulevard, Randolph Avenue and
Hillside Boulevard.
Wagstaff and Associates
City of South San Francisco
August 3. 1995
WP5115481MISCICHKLST.548
Initial Study
Terrabay Specific Plan and Development Agreement Extension
Page 2
3.
General Site Characteristics
The 332-acre project site is approximately "L "-shaped, along
the south- and east-facing slopes of San Bruno Mountain.
The site consists of rolling, gently to steeply sloping terrain.
Site elevations vary greatly from 25 feet above sea level at
the Airport Boulevard/Randolph Avenue intersection to 575
feet above sea level at the tops of slopes along the northwest
edge of the site. The site contains several spur ridges, knolls,
ravines and swales. A promontory knoll is located at the
southeastern comer of the site adjacent to the Sister Cities
Boulevard/Airport Boulevard-Bayshore Boulevard intersection.
Nearly half of the site contains slopes with gradients greater
than 30 percent.
Although grading and many common infrastructure
improvements for the first phase of the approved project
(Phase I) have already been completed, the project site
remains primarily as open space. Site vegetation is
predominantly non-native grassland on the lower portions
proposed for development, with native grasses and soft
chaparral on the higher, steeper slopes, and riparian-like
vegetation in the ravines between knolls.
The site is immediately adjacent to the expansive open space
areas of San Bruno Mountain State and County Park, a 2,064-
acre regional open space with developed trails and
recreational facilities. The site is also within the planning area
of the San Bruno Mountain Habitat Conservation Plan (HCP),
which was formulated to protect habitat for endangered
butterflies.
A Pacific Gas and Electric Company (PG&E) transmission line
and easement cross the site near North Spruce Avenue.
4. Site History
San Bruno Mountain is a large expanse of undeveloped open
space amidst some of the most densely developed areas in
the Bay Area. Over the past three decades, considerable
attention and controversy have been focused on the area by
private developers, public agencies, concerned individuals and
environmental organizations. Extensive planning efforts have
Wagstaff and Associates
City of South San Francisco
August 3, 1995
WP51 I548IM/SCI CHKLST. 548
Initial Study
T errabay Specific Plan and Development Agreement Extension
Page 3
been made to balance protection of the mountain environment
with the increased demand for housing.
In 1973, an application for a county general plan amendment
was submitted to San Mateo County in an initial effort to
develop 1,244 acres of unincorporated land on San Bruno
Mountain. This proposal included development of the
unincorporated Terrabay project site. In 1976, a county
general plan amendment for San Bruno Mountain was
approved which limited development to three planning areas--
the northeast ridge planning area, the Brisbane planning area,
and the South San Francisco planning area. The South San
Francisco planning area (essentially the Terrabay project site)
was designated by the county as a potential location for
residential and commercial development.
The presence of endangered butterflies became a key
element in the planning of San Bruno Mountain. Subsequent
to the county's 1976 adoption of a general plan amendment,
portions of the mountain were discovered to provide habitat
for a federally-listed endangered species. In 1976, the U.S.
Fish and Wildlife Service (USFWS) had designated the
mission blue and San Bruno elfin butterflies as "endangered"
pursuant to the provisions of the Endangered Species Act of
1973. Another butterfly, the callippe silverspot was proposed
for listing by the USFWS in 1978. To ascertain the extent of
these resources, the County commissioned an extensive
biological study of the mission blue and callippe silverspot and
other species of concern. The findings of the study formed
the basis of the San Bruno Mountain Area Habitat
Conservation Plan (HCP), adopted in 1981. A portion of the
Terrabay project site is included in the HCP area.
The T errabay project was approved by the city of South San
Francisco in 1982 and 1983. The Terrabay Specific Plan was
adopted by the city in 1982 and a habitat conservation
agreement executed that same year. In 1983, the city
annexed the 203-acre portion of the project site proposed for
development and amended the city zoning ordinance to add
the Terrabay Specific Plan District. A Development
Agreement for the project was adopted in 1983. In 1989, a
precise plan and vesting tentative subdivision map were
approved for Phase I; a final subdivision map was approved
for Phase I in 1990.
Wagstaff and Associates
City of South San Francisco
August 3, 1995
Initial Study
Terrabay Specific Plan and Development Agreement Extension
Page 4
Recently, a new applicant has requested city approval of a
renewed construction program to complete Phase I of the
development. In order to proceed on an interim basis, the
City Council in April 1995 confirmed the tolling of the
expiration dates of the specific plan and development
agreement to February 14, 1997. Since some components of
Phase I, as well as Phases II and III, may start after this
specific plan and development agreement extension expires,
the applicant has requested further extension of the specific
plan and development agreement entitlements. This
extension request represents the proposed action or "project"
considered in this Initial Study.
B. PROPOSED PROJECT PHYSICAL
CHARACTERISTICS
Note: With the exception of a slightly reduced number of
Phase I residential units, no substantive changes are
proposed to the Terrabay project physical characteristics
described in the 1982 certified EIR approved by the city in
1982. Only the timing of the project entitlements would
change-i.e., would be extended. For purposes of
determining in this initial study whether any potential new
significant impacts may occur or whether any aspects of
the previous EIR will otherwise need to be updated or
reevaluated, a summary description of the project as
previously approved is provided below.
The applicant, SunChase G.A. California I, Inc., has requested
extension of the Terrabay specific plan and development
agreement to allow for completion of Phase I of the Terrabay
development program. The applicant proposes to first
implement specific plan Phase I, with no substantive changes
to the previously approved precise plan provisions for Phase I
(up to 293 homes). Eventually, the city also anticipates
applicant implementation of the more conceptual specific plan
Phases II and III.' These subsequent phases generally
'The supplemental EIR to be prepared for the specific plan and development agreement extension
will provide a less detailed assessment of Phases II and III, since the ultimate physical characteristics,
sequencing and timing of these subsequent phases are more conceptual. When these subsequent
phases are to be developed and eventually come before the city for required approvals in the future,
more specific information would be available and additional, more detailed environmental review, with
opportunities for public input, would be undertaken at that time.
WP5115481M/SCICHKLST.548
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City of South San Francisco
August 3, 1995
WP5115481MISCICHKLST.548
Initial Study
Terrabay Specific Plan and Development Agreement Extension
Page 5
provide for up to an additional 428 homes, 669,300 square
feet of commercial space, and supporting community facilities
and infrastructure.
The overall characteristics of the 332-acre Terrabay
development plan are described first, followed by a more
specific description of project Phase I.
1. Overall DeveloDment ConceDt
The approved Terrabay project layout is diagrammed on the
next page. Approximately 200 acres of the 332-acre project
site are proposed to be developed; the remaining 132 acres
(about 40 percent of the site), consisting of the higher-
elevation, more steeply sloping and less disturbed portions of
the site, are to be permanently dedicated to the County of San
Mateo for inclusion in the San Bruno Mountain State and
County Park and the HCP area.
a. Overall Land Use. As summarized in Table 1, the
project includes the following specific land use components:
. 136 single family detached homes (Terrabay Park);
. 510 single family attached homes: 381 townhomes
(Terrabay Village and Terrabay Woods) and 129
terraced units (Terrabay Commons);
. 99 single family condominiums (Terrabay Point);
. 11-acre office/restaurant/health club complex;
. 33-acre hotel/tech trade center complex;
. 20 acres of land for public roadway rights-of-way;
. 10 acres of common community facilities areas; and
. 132 acres of open space to be dedicated to the HCP
area.
b. Overall Circulation and Access. The project would be
served by an internal road system consisting of a single local
public street and several private roads and lanes in the
residential portion, and a private collector street in the
commercial portion of the project.
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Wagstaff and Associates
City of South San Francisco
August 3, 1995
Initial Study
T errabay Specific Plan and Development Agreement Extension
Page 7
Table 1
SPECIFIC PLAN PROJECT LAYOUT CHARACTERISTICS
Acreaae
Number of
Dwellina Units
Dwelling Units
oer Acre
Residential
T errabay Village
Townhomes
Terrabay Point
Condominium Units
Subtotal
27.8 181* 6.5
38.8 136* 3.5
11.1 57 5.1
21.1 143 6.8
9.3 58 6.2
7.0 71 10.1
-1Li 99 8.7
126.5 745 5.9
T errabay Park
Single Family Detached
Terrabay Woods
Townhomes (west)
Townhomes (east)
Terrabay Commons
Terraced Units (west)
Terraced Units (east)
Community Facilities Areas
Child Care Center & Tot Park
Rec. Center Complex
Public Street
Unear Park
Unear Greenbelt
Subtotal
0.5
3.2
20.1
1.3
5.0
29.6
Commercial
Office Condos & Health Club
Hotel
High Tech Trade Center
Subtotal
Subtotal Developed Acreage
Open Space to be Dedicated to
the Habitat Conservation Area
TOTAL PROJECT SITE
11.3
17.3
-1ll
43.8
199.9
132.1
332.0
SOURCE: Terrabay Specific Plan, 1982 (as amended).
*The Specific Plan (1982) allows up to 181 townhomes in Terrabay Village and 136 single-family
detached homes in Terrabay Park. Phase I Precise Plan approval (1989) is for up to 168 townhomes
and 125 single-family detached homes.
WP5115481M/SCICHKLST.548
Wagstaff and Associates
City of South San Francisco
August 3, 1995
WP5115481M/SCICHKLST.548
Initial Study
Terrabay Specific Plan and Development Agreement Extension
Page 8
Freeway access to the project would be provided via the
Oyster Point Interchange and, for southbound traffic, the
Bayshore Boulevard scissors ramps. Arterial access to the
project would be provided via Hillside Boulevard-Sister Cities
Boulevard and Airport Boulevard-Bayshore Boulevard. The
main entrance to the projects residential portion is opposite
Jefferson Avenue. A second entrance is located near North
Spruce Avenue. As part of the Phase I improvements already
completed, Sister Cities Boulevard (referred to as the Hillside
Extension in the previous EIR) has been extended as a four-
lane arterial roadway from the former intersection of Hillside
Boulevard and Randolph Avenue to Bayshore Boulevard.
Access to the proposed commercial development would be
provided via Bayshore Boulevard at a single entrance
opposite the US 101 Bayshore Boulevard scissors ramps.
The project's internal roadway system features a single publiC
roadway, South San Francisco Drive (constructed); all other
roadways would be privately owned and maintained. The
residential and commercial portions of the project would have
separate access and circulation.
c. Overall Gradina Approach. The project grading concept
would include stepped building pads up the swales, leaving
the knolls intact or preserving their form to the extent possible.
Earth slopes would generally be graded at two horizontal to
one vertical (2:1). Exceptions include the Sister Cities
Boulevard cut near Terrabay Point and several other small
areas where steeper slopes are proposed to preserve existing
land forms. These areas are adjacent to private roads,
driveways, and buffer areas where structures are not
proposed. Slopes would be terraced and drainage ditches
provided to control debris fall and surface drainage.
Approximately 1,870,000 cubic yards of cut and 1,900,000
cubic yards of fill are proposed, requiring approximately
50,000 cubic yards of imported fill.
Phase I rough grading operations have been completed,
including grading in Terrabay Village, Terrabay Park, and a
portion of Terrabay Woods on the west end of the project,
with a borrow operation in portions of Terrabay Commons and
T errabay Point. The grading for Sister Cities Boulevard and
Wagstaff and Associates
City of South San Francisco
August 3, 1995
WP5115481M/SCICHKLST.548
Initial Study
Terrabay Specific Plan and Development Agreement Extension
Page 9
rough grading of a haul road from Terrabay Point to Terrabay
Village were included in this completed grading phase. (Sister
Cities Boulevard has been constructed.)
The second phase of the grading operation would encompass
the remainder of the residential and commercial development
areas. Winterization and erosion control provisions are
proposed to protect graded areas during the phased grading
period.
d. Drainaae. Runoff from slopes above the project site, as
well as from the project's on-site drainage system, would be
intercepted and transported in storm drain trunk lines under
US 101 to an existing drainage ditch which parallels the
. freeway, and on to the bay.
e. Water. Water service would be provided by California
Water Service from the San Francisco Water District'water
main in Bayshore Boulevard at a point near the Sister Cities
BoulevardlBayshore Boulevard intersection. Booster pumps
(currently not constructed) would lift water to the higher
elevations of the project and to a one-million-gallon storage
tank (constructed) at the 400-foot elevation near Terrabay
Park. California Water Service would assume maintenance of
the water tank and service mains.
f. Sewer. On-site gravity sewer mains and interceptors
would connect to the city sewer system in Airport Boulevard.
An oft-site parallel interceptor would be constructed in the
near-capacity segment of Airport Boulevard between
Randolph Avenue and Adolph Avenue to carry project
wastewater flows.
2. Phase I Development
Terrabay Phase I, the principal subject of the current
application, consists of continued development of the
Terrabay Village and Terrabay Park neighborhoods at the
westem end of the site.
a. Phase I Components Alreadv Completed. Most common
infrastructure and improvements for Phase I have already
been completed. Grading for Terrabay Village and Terrabay
Park has been completed. Sister Cities Boulevard and the
Wagstaff and Associates
City of South San Francisco
August 3, 1995
Initial Study
T errabay Specific Plan and Development Agreement Extension
Page 10
landscaped buffer have been constructed. The associated
Randolph Street cul-de-sac is now under construction. South
San Francisco Drive has been constructed through Terrabay
Park. The Hillside Boulevard/Jefferson Avenue-South San
Francisco Drive and Hillside Boulevard/Sister Cities Boulevard
intersections have been signalized. Play field improvements
have been installed at Hillside Elementary School. Sewer,
water and storm drainage improvements for Terrabay Village
and Terrabay Park have been installed. Finally, Fire Station
NO.5 has been constructed and is in operation. Private
intemal roadways have a1$0 been constructed.
b. Terrabav Villaae. The approved Terrabay Village
precise plan consists of up to 168 townhouse lots developed
at densities of approximately 6.0 units per acre at the
westemmost end of the project site adjacent to Hillside
Elementary School. The lots would be laid out in hillside tiers
along five branching cul-de-sacs.
c. Terrabav Park. The approved Terrabay Park precise
plan consists of up to 125 single family residences arranged
in clusters of three and four at densities of approximately 3.2
units per acre. The lots would be laid out in hillside tiers
along five branching cul-de-sacs.
3. Applicant:
SunChase G.A. California I, Inc.
4. Address and Phone:
6001 North 24th Street, Suite A
Phoenix, Arizona 85016
(602) 468-1090
II. Environmental Impacts and III. Discussion of Environmental
Evaluation 1
The purpose of this evaluation is to identify ~ potential significant adverse environmental
effects associated with the proposed project which were not considered in the previous EIR,
'Sections II and III of the city's Environmental Checklist have been combined in this Initial Study to
provide for easier understanding of initial study determinations regarding whether there are new
potential significant impacts not considered in the previous EIR, or whether there are areas where the
analyses in the previous EIR will need to be updated or re-evaluated.
WP5115481M/SCICHKLST.548
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August 3, 1995
Initial Study
Terrabay Specific Plan and Development Agreement Extension
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and to identify any aspects of the previous EIR will need to be updated and reevaluated, in
the supplemental environmental impact report.
1. Earth. Will the proposal result in:
a. Significant unstable earth conditions or changes in geologic substructures?
Answer:
MAYBE
Explanation:
The principal geotechnical issues associated with the project
involve existing and future slope instability. Numerous areas
of landsliding and soil creep have been identified in the
project area and upslope of the property, as described in the
previous (1982) EIR. Substantial additional information has
also been gathered during Phase I grading regarding the
extent and distribution of landslides and other geologic
features.
Since preparation of the previous (1982) EIR, the site has
experienced several wet winters, notably 1982, 1983, 1986,
and 1995. As a result, landslide and other onsite slope
conditions may have changed significantly in the interim. In
addition, the state of professional knowledge regarding
landslides in general has advanced as a result of the wet
winters of the early to mid-1980s.
New or revised site-specific geotechnical information may
have been developed since the 1982 EIR, including
information developed during Phase I grading activity and
subsequent slope stability studies, which may warrant revision
of the previous impact and mitigation conclusions; and new
published general information may indicate that certain site
conditions, impact potentials, or mitigation approaches
identified in the 1982 EIR should be supplemented or revised.
b. Significant disruptions, displacements, compaction or overcovering of soil?
Answer:
NO
Explanation:
These impacts were adequately addressed and adequate
mitigation measures were recommended in the previous EIR.
There is no new information, nor have there been substantial
changes in the project or the circumstances under which the
WP5115481M/SCICHKLST.548
Wagstaff and Associates
City of South San Francisco
August 3, 1995
Initial Study
Terrabay Specific Plan and Development Agreement Extension
Page 12
project is undertaken which will require reevaluation of these
issues.
c. Significant change in topography or ground surface relief features?
Answer:
Explanation:
NO
These impacts were addressed and mitigation measures
recommended in the previous EIR. There is no new
information nor have there been substantial changes in the
project or with respect to circumstances under which the
project is undertaken which will require reevaluation of these
issues.
d. The destruction, covering or modification of any unique geologic or physical
features?
Answer:
Explanation:
NO
There are no unique geologic features on the project site that
would be affected by the proposed development.
e. Any significant increase in wind or water erosion of soils, either on or off site?
Answer:
Explanation:
NO
These impacts were addressed and mitigation measures
recommended in the previous EIR. There is no new
information nor have there been substantial changes in the
project or the circumstances under which the project is
undertaken which will require reevaluation of these issues.
f. Significant changes in deposition or erosion of beach sands, or changes in
siltation, deposition or erosion which may modify the channel of a river or
stream or the bed of the ocean or any bay, inlet or lake?
Answer:
Explanation:
WP51I548IMISCICHKLST.548
NO
These impacts were addressed and mitigation measures
recommended in the previous EIR. There is no new
information nor have there been substantial changes in the
project or the circumstances under which the project is
undertaken which will require reevaluation of these issues.
Wagstaff and Associates
City of South San Francisco
August 3. 1995
Initial Study
T errabay Specific Plan and Development Agreement Extension
Page 13
g. Exposure of people or property to significant geologic hazards such as
earthquakes, landslides, mudslides, ground failure, or similar hazards?
Answer:
Explanation:
MAYBE
Same as for item 1.a above.
2. Air. Will the proposal result in:
a. Substantial air emissions or deterioration of ambient air quality?
Answer:
Explanation:
MAYBE
The air quality analysis in the previous EIR must be
reevaluated and updated to reflect the current environmental
impact assessment requirements and standards of the Bay
Area Air Quality Management District (BAAQMD), including
state and federal carbon monoxide standards which may have
changed since 1982, BAAQMD thresholds of significance, and
new and revised local, state and regional air quality plans and
programs.
b. The creation of significant objectional odors?
Answer:
Explanation:
NO
The construction of conventional residential and commercial
development does not typically involve the creation of
significant construction period or permanent odors. Nothing
about the project or its location would change these typical
conditions.,
c. Alteration of air movement, moisture, or temperature or any change in climate,
either locally or regionally?
Answer:
Explanation:
WP5115481M/SCICHKLST.548
NO
The scale and nature of the project would prevent it from
having any influence on local or regional air movement,
moisture, temperature, or climate.
Wagstaff and Associates
City of South San Francisco
August 3, 1995
Initial Study
Terrabay Specific Plan and Development Agreement Extension
Page 14
3. Water. Will the proposal result in:
a. Changes in currents, or the course of direction of water movements, in either
marine or fresh waters?
Answer:
Explanation:
NO
The site does not include any marine or fresh water courses.
Runoff-related impacts would not be great enough to affect
the course or water movements in the San Francisco Bay, to
which the project site runoff would eventually drain.
b. Changes in absorption rates, drainage patterns, or the rate and amount of surface
runoff?
Answer:
Explanation:
MAYBE
The description of existing topographic and drainage
conditions in the 1982 EIR may need updating regarding
drainage improvements installed since 1982 as part of the
Phase I improvements, and other pertinent changes since
preparation of the 1982 EIR. Current drainage facility
conditions should be described based on the city's current
storm drainage master plan, including existing capacities,
downstream drainage features, and areas of flooding (this will
include examination of current FEMA Flood Insurance Rate
Maps and/or revisions). Mitigation measures specified in the
1982 EIR may need to be re-evaluated and revised to reduce
or avoid project-related impacts on the local storm drain
system and on flooding problems within affected drainages.
Measures may include a revised identification of drainage
infrastructure improvements needed to mitigate increases in
runoff and flooding potential.
c. Alterations to the course or flow of flood waters?
Answer:
Explanation:
WP51\548IM/SCICHKLST.548
MAYBE
No part of the project site is within a 100-year flood zone.
However, much of the land east of US 101 and north of
Oyster Point Boulevard is in a 100-year flood zone. The
flooding analysis in the previous E IR must be reevaluated and
updated to reflect changes in drainage features, drainage
system capacities and associated flooding potentials, and
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City of South San Francisco
August 3. 1995
Initial Study
Terrabay Specific Plan and Development Agreement Extension
Page 15
revisions of FEMA Flood Insurance Rate Maps which may
have been made since 1982.
d. Change in the amount of surface water in any water body?
Answer:
Explanation:
NO
Project runoff changes, which would drain directly to San
Francisco Bay, would not increase the amount of surface
water in the bay.
e. Discharge into surface waters, or in any alteration of surface water quality,
including but not limited to temperature, dissolved oxygen or turbidity?
Answer:
Explanation:
MAYBE
These impacts were adequately addressed and mitigation
measures recommended in the previous EIR. However, there
may have been changes in jurisdictional water quality control
policies, standards, and criteria which have occurred since
1982 that warrant revision to the previous EIR impact and
mitigation findings.
f. Alteration of the direction or rate of flow of ground waters?
Answer:
Explanation:
NO
According to the 1982 EIR, project grading is not expected to
be deep enough to interrupt ground water flows on the site.
No changes have occurred in the project or in existing
groundwater conditions that would affect this conclusion.
g. Change in the quantity of ground waters, either through direct additions or
withdrawals, or through interception of an aquifer by cuts or excavations?
Answer:
Explanation:
WP511548IMISCICHKLST.548
NO
According to the 1982 EIR, the project would not affect the
quantity of groundwaters. No changes have occurred in the
project or in existing groundwater conditions that could affect
this conclusion.
Wagstaff and Associates
City of South San Francisco
August 3, 1995
Initial Study
Terrabay Specific Plan and Development Agreement Extension
Page 16
h. Substantial reduction in the amount of water otherwise available for public water
supplies?
Answer:
Explanation:
MAYBE
The 1982 description of existing local water source and
distribution capabilities, and the ability to serve anticipated
buildout, may need updating. Similarly, project and
cumulative water demands and the adequacy of the existing
supply and distribution system to accommodate these
increases should be reevaluated.
4. Plant Life. Will the proposal result in:
a. Change in the diversity of species, or number of any species of plants (including
trees, shrubs, grass, crops, and aquatic plants)?
Answer:
Explanation:
MAYBE
Two principal biological data updating needs have been
identified: (1) the need to update the 1982 EIR to reflect
current knowledge of the distribution of rare and endangered
plants and wildlife known on San Bruno Mountain, and (2) the
need to update the described status of Habitat Conservation
Plan (HCP) implementation, both mountain-wide and for the
Terrabay project site.
Principal biotic issues and areas on which the 1982 EIR
update should focus are: the status of restoration activities on
the Terrabay site; changes in population and distribution of
known rare and endangered species; presence of additional
species of special concern on the site, such as the burrowing
owl; and changes in the status of the callippe silverspot
butterfly from candidate species to a species proposed for
listing as endangered.
b. Reduction of the numbers of any unique, rare or endangered species of plants?
Answer:
Explanation:
WP5115481M/SC1CHKLST.548
MAYBE
Same as for a. above.
Wagstaff and Associates
City of South San Francisco
August 3, 1995
Initial Study
Terrabay Specific Plan and Development Agreement Extension
Page 17
c. . Introduction of new species of plants into an area, or result in a barrier to the
normal replenishment of existing species?
Answer:
MAYBE
Explanation:
Same as for a. above.
d. Reduction in acreage of any agricultural crop?
Answer:
NO
Explanation:
The 1982 EIR indicates that the project site has not been
used in recent times for agriculture and does not contain
significant potentials for agricultural production.
5. Animal Life. Will the proposal result in:
a. Change in the diversity of species, or numbers of any species of animals (birds,
land animals including reptiles, fish and shellfish, benthic organisms or insects)?
Answer:
MAYBE
Explanation:
Same as for 4a above.
b. Reduction of the numbers of any unique, rare or endangered species of animals?
Answer:
MAYBE
Explanation:
Same as for 4a above.
c. Introduction of new species of animals into an area, or result in a barrier to the
migration or movement of animals?
Answer:
MAYBE
Explanation:
Same as for 4a above.
d. Deterioration to existing fish or wildlife habitat?
Answer:
MAYBE
Explanation:
Same as for 4a above.
WP511548IMISCICHKLST.548
Wagstaff and Associates
City of South San Francisco
August 3, 1995
Initial Study
T errabay Specific Plan and Development Agreement Extension
Page 18
6. Noise. Will the proposal result in:
a. Increases in existing noise levels?
Answer:
Explanation:
MAYBE
The noise section of the 1982 EIR should be reevaluated to
confirm the validity of or update previous measurements and
conclusions (including the implications of updated traffic
volume projections) and to reflect changes in ambient noise
levels and/or noise standards.
b. Exposure of people to severe noise levels?
Answer:
Explanation:
MAYBE
Same as for a. above.
7. Light and Glare. Will the proposal produce new light glare?
Answer:
Explanation:
NO
These impacts were adequately addressed and mitigation
measures recommended in the previous EIR. There is no
new information nor have there been substantial changes in
the circumstances under which the project is undertaken
which will require reevaluation of these issues.
8. Land Use. Will the proposal result in a substantial alteration of the present or
planned land use of an area?
Answer:
Explanation:
WP511548IMISCICHKLST.548
MAYBE
An updated description of the existing land use and open
space setting should be provided, including an updated
description of the local, citywide, and San Bruno Mountain
open space system, nearby residential development patterns
and densities, and the type and condition of nearby
commercial and industrial uses. The land use and open
space impacts of the project should then be reevaluated and
described, including:
. Any changes in or new direct impacts on the character
of the site itself;
Wagstaff and Associates
City of South San Francisco
August 3, 1995
Initial Study
T errabay Specific Plan and Development Agreement Extension
Page 19
.
Project development plan compatibility with the adjacent
Randolph Avenue residential neighborhood, the adjacent
major arterials and freeway, and adjacent and nearby
commercial uses; and
Any changes in or new project impacts on the vicinity,
citywide, and regional land use and open space pattem.
.
9. Natural Resources. Will the proposal result in:
a. Increases in the rate of use of any natural resources?
Answer:
Explanation:
NO
The project is a standard residential and commercial
development which would not increase the rate of use of
natural resources more than any other conventional
subdivision activity within the city.
10. Risk of Upset. Will the proposal involve:
a. A risk of an explosion or the release of hazardous substances (including, but not
limited to, oil, pesticides, chemicals or radiation) in the event of an accident or
upset conditions?
Answer:
Explanation:
NO
The potential for such impacts and necessary mitigation
measures were adequately addressed in the previous EIR.
There is no new information nor have there been substantial
changes in the project or the circumstances under which the
project is undertaken which will require reevaluation of these
issues.
b. Possible interference with an emergency response plan or an emergency
evacuation plan?
Answer:
Explanation:
WP5115481M/SCICHKLST.548
NO
The project would not directly affect any known emergency
response plan or emergency evacuation plan.
Wagstaff and Associates
City of South San Francisco
August 3. 1995
Initial Study
T errabay Specific Plan and Development Agreement Extension
Page 20
11. Popullltion. Will the proposal alter the location, distribution, density, or growth rate
of the human population of an area?
Answer:
Explanation:
MAYBE
The 1982 EIR description of the existing population and
housing inventory in the city, and special housing needs,
should be updated. Project impacts on the city's population
and housing stock should then be briefly reevaluated and
described to provide a statistical basis for identification
elsewhere in the SEIR of population and housing based
project impacts (public services, schools, etc.).
12. Housing. Will the proposal affect existing housing, or create a demand for additional
housing?
Answer:
Explanation:
MAYBE
Same as for 11 above. Also, the previous EIR should be
reevaluated to identify project relationships to current city
policies regarding jobs/housing balance, special housing
needs, inclusionary housing, and housing location.
13. Transportation/Circullltion/Parking. Will the proposal result in:.
a. Generation of substantial additional vehicular movement?
Answer:
Explanation:
MAYBE
The traffic impacts of the project on the off-site roadway
system should be re-evaluated to reflect current citywide
traffic assumptions, with particular attention to the impacts on
the soon-to-be-completed Oyster Point Boulevard interchange
with US 101. Prior data may need adjustment to reflect
changed conditions at the interchange. Intersection level of
service (LOS) operation should be re-evaluated for each of
the following intersections:1
. Airport Boulevard-Bayshore Boulevard/Sister Cities
Boulevard,
1 Subject to city staff concurrence with intersections to be analyzed.
WP5115481M/SCICHKLST.548
Wagstaff and Associates
City of South San Francisco
August 3, 1995
Initial Study
Terrabay Specific Plan and Development Agreement Extension
Page 21
.
Other key intersections along Hillside Boulevard-Sister
Cities Boulevard,
Oyster Point Boulevard/Airport Boulevard,
Oyster Point Boulevard/Dubuque Avenue/US 101
northbound on- and off-ramps, and
Bayshore Boulevard/US 101 southbound off-ramp (or
revised southbound on- and off- hook ramps).
.
.
.
The update scope should also include a qualitative analysis of
the operation of project minor driveway connections to Hillside
BoulevardlSister Cities Boulevard. Updated mitigation
measures should be provided for any identified significant
impacts. The discussion should clearly distinguish between
fair share mitigation responsibilities associated with Phase I,
and future mitigations necessary to carry out subsequent
project phases.
b. ,Effects on existing parking facilities, or demand for new parking?
Answer:
NO
Explanation:
These impacts were adequately addressed and mitigation
measures recommended in the previous EIR. There is no
new information nor have there been substantial changes in
the project or to circumstances under which the project is to
be undertaken which will require reevaluation of these issues.
c. Substantial impact upon existing transportation systems?
Answer:
MAYBE
Explanation:
Same as for a. above.
d. Alterations to present patterns of circulation or movement of people and/or
goods?
Answer:
MAYBE
Explanation:
Same as for a. above~
WP511548\MISC\CHKLST.548
Wagstaff and Associates
City of South San Francisco
August 3, 1995
Initial Study
Terrabay Specific Plan and Development Agreement Extension
Page 22
e. Alterations to waterborne, rail or air traffic?
Answer:
Explanation:
NO
There are no local water, rail, or air traffic systems in the
immediate vicinity of the project site that would be directly
affected by the project. The project would not impact regional
water, rail, or air traffic systems.
f. Increase in traffic hazards to motor vehicles, bicyclist or pedestrians
Answer:
Explanation:
MAYBE
Same as for a. above.
14. Public Service. Will the proposal have an effect upon, or result in a need for new or
altered governmental services in any of the following areas:
a. Fire protection?
Answer:
Explanation:
b. Police protection?
Answer:
Explanation:
WP5115481M/SCICHKLST.548
MAYBE
Information in the previous EIR on existing fire station
locations, response times, backup service arrangements,
firefighter-to-population ratio, ISO rating, and facilities and
equipment adequacy to serve project and vicinity needs
should be updated. Potential project impacts related to
increased demands on fire services, the adequacy of existing
and planned personnel, facilities and equipment to serve the
area, and site-specific fire prevention needs (e.g., emergency
access, fire breaks for hazards associated with San Bruno
Mountain, and other needs) should be reevaluated.
MAYBE
Information in the previous EIR on existing station locations,
beats, response time, officer-to-population ratio, and related
facilities and equipment adequacy should be updated.
Potential project and cumulative impacts on police service
demands and the 'adequacy of planned personnel and
facilities to serve these demands will be reevaluated.
Wagstaff and Associates
City of South San Francisco
August 3. 1995
c. Schools?
Answer:
Explanation:
Initial Study
Terrabay Specific Plan and Development Agreement Extension
Page 23
MAYBE
Information on the current location, capacity and enrollment of
existing and planned school district facilities serving the
project area should be updated, including to the extent
possible, existing and anticipated enrollment vs. expansion
capacity conditions. The description should be based on
review of recent enrollment and facilities studies and other
data provided by the district. The comparative demands of
project Phase I and cumulative buildout on current existing
and planned school district facilities, and the adequacy of
district school plans to accommodate demands, should be
described based on enrollment multipliers provided by the
district.
d. Parks or other recreational facilities?
Answer:
Explanation:
MAYBE
Previous information related to parks and recreation facilities
in the city and the project vicinity (including nearby school
facilities and associated public use arrangements) should be
updated and compared to the city's current park and
recreation standards. The project park provisions should then
be reevaluated with respect to local neighborhood park
provision standards and guidelines and the updated
information regarding existing and projected community-wide
park and recreation needs.
e. Maintenance of public facilities, including roads?
Answer:
Explanation:
NO
These impacts were addressed and mitigation measures
recommended in the previous EIR. There is no new
information nor have there been substantial changes in the
project or to circumstances under which the project is to be
undertaken which will require reevaluation of these issues.
f. Other governmental services?
Answer:
WP5115481M/SCICHKLST.548
NO
Wagstaff and Associates
City of South San Francisco
August 3, 1995
Explanation:
Initial Study
Terrabay Specific Plan and Development Agreement Extension
Page 24
These impacts were adequately addressed and mitigation
measures recommended in the previous EIR. There is no
new information nor have there been substantial changes in
the project or to circumstances under which the project is to
be undertaken which will require reevaluation of these issues.
15. Energy. Will the proposal result in:
a. Use of substantial amounts of fuel or energy?
Answer:
Explanation:
NO
The project would not result in any unusual usage of fuels or
energy other than normal usage associated with the
construction and occupancy of residential and commercial
development.
b. Substantial increase in demand upon existing sources of energy, or require the
development of new sources of energy?
Answer:
Explanation: '
NO
The project would use existing natural gas and electricity
supplies at rates expected of conventional residential and
commercial development.
16. Utilities. Will the proposal result in a need for new systems, or substantial alterations
to the following utilities:
a. Power or natural gas?
Answer:
Explanation:
NO
The project would require normal natural gas service which is
readily available in the project vicinity.
b. Communications systems?
Answer:
Explanation:
WP5115481M/SCICHKLST.548
NO
The project would require normal telephone and cable
television service which is readily available in the project
vicinity.
Wagstaff and Associates
City of South San Francisco
August 3, 1995
c. Water?
Answer:
Explanation:
Initial Study
T errabay Specific Plan and Development Agreement Extension
Page 25
MAYBE
Same as explanation for item 3h.
d. Sewer or septic tanks?
Answer:
Explanation:
MAYBE
The sewer analysis in the previous EIR should be reevaluated
to consider the current capacity of existing collection and
treatment facilities to handle project and cumulative
wastewater generation demands.
e. Storm water drainage?
Answer:
Explanation:
MAYBE
The drainage analysis in the previous EIR should be updated
to consider changes in the adequacy of the offsite drainage
system to accommodate project and cumulative stormwater
flows.
f. Solid waste and disposal?
Answer:
Explanation:
NO
The project would generate solid waste at rates typical of
similar residential and commercial development in the vicinity,
which is currently served adequately by South San Francisco
Scavengers. Project impacts on this service would be offset
through payment of collection fees.
17. H uman Health. Will the proposal result in:
a. Creation of any health hazard or potential health hazard (excluding mental
health)?
Answer:
Explanation:
WP511548IMISCICHKLST.548
NO
The site is currently open space; no hazardous substances
associated with the site were identified in the previous EIR
analysis that could result in a potential human health hazard.
Wagstaff and Associates
City of South San Francisco
August 3, 1995
Initial Study
Terrabay Specific Plan and Development Agreement Extension
Page 26
b. Exposure of people to potential health hazards?
Answer:
Explanation:
NO
Same as for a. above.
18. Aesthetics. Will the proposal result in the obstructi~n of any scenic vista or view
open to the public, or will the proposal result in the creation of an aesthetically
offensive site open to the public view?
Answer:
Explanation:
NO
Project visual impacts were adequately addressed and
mitigation measures recommended in the previous EIA.
There is no new information nor have there been substantial
changes in the project or the circumstances under which the
project is undertaken which wrll require reevaluation of these
issues.
19. Recreation. Will the proposal result in an impact upon the quality or quantity of
existing recreational opportunities?
Answer:
Explanation:
20. Cultural Resources.
MAYBE
Same as for 14d above.
a. Will the proposal result in the alteration of or the destruction of a prehistoric or
historic archaeological site?
Answer:
Explanation:
WP5115481MISCICHKLST.548
MAYBE,
The 1982 EIR identified three prehistoric resources and traces
of former historic activities on the project site, and
recommended appropriate mitigation measures to avoid or
reduce potential impacts. The potential for discovery of
cultural resources on the site should be reevaluated based on
a' new file search by the State Historic Resource File System
Northwest Information Center at Sonoma State University.
The description of the potential impacts of project site clearing
and grading activities on surface or subsurface resources
should then be updated. Recommended mitigation measures
should also be modified and/or added to, as needed, to
Wagstaff and Associates
City of South San Francisco
August 3, 1995
Initial Study
Terrabay Specific Plan and Development Agreement Extension
Page 27
address any potential new impacts discovered as a result of
the updated file search.
b. Will the proposal result in adverse physical or aesthetic effects to a prehistoric
or historic building, structure, or object?
Answer:
Explanation:
MAYBE
Same as for a. above.
c. Does the proposal have the potential to cause a physical change which would
affect unique ethnic cultural values?
Answer:
Explanation:
MAYBE
Same as for a. above.
d. Will the proposal restrict existing religious or sacred uses within the potential
impact area?
Answer:
Explanation:
NO
There are no known existing religious or sacred uses
associated with the project site.
21. Mandatory Findings of Significance.
a. Does the project have the potential to degrade the 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?
Answer:
Explanation:
WP5115481M/SCICHKLST.548
MAYBE
This Initial Study has determined that the following factors
require preparation of a supplemental environmental impact
report (SEIR) under section 15163 of the California
Environmental Quality Act (CECA): significant environmental
impacts not considered in the previous 1982 EIR may be
expected as a result of the project; substantial changes have
occurred with respect to the circumstances under which the
project is undertaken that will require important revisions to
Wagstaff and Associates
City of South San Francisco
August 3. 1995
Initial Study
Terrabay Specific Plan and Development Agreement Extension
Page 28
the previous EIR; and new information of substantial
importance to the project has become available since
completion of the previous EIR.
b. Does the project have the potential to achieve short-term, to the disadvantage of
long-term, environmental goals? (A short-term impact on the environment is
one which occurs in a relatively brief, definitive period of time while long-term
impacts will endure well into the future.)
Answer:
Explanation:
MAYBE
The proposed project may adversely affect new significant
open space, biotic or other significant long-term environmental
values or opportunities not addressed in the previous EIR.
c. Does the project have impacts which are individually limited, but cumulatively
considerable? (A project may impact on two or more separate resources where
the impact on each resource is relatively small, but where the effect of the total
of those impacts on the environment is significant.)
Answer:
Explanation:
MAYBE
Some new impact potentials identified in this Initial Study as
potentially significant and/or requiring reevaluation or updating
of the previous EIR to reflect changes in circumstances under
which the project is undertaken may be cumulatively
considerable (e.g., traffic operation, air quality, etc.).
d. Does the project have environmental effects which will cause substantial adverse
effects on human beings, either directly or indirectly?
Answer:
Explanation:
WP51\5481MISCICHKLST.548
MAYBE
Project effects identified in this Initial Study which may have
possible new substantial adverse impacts on human beings,
either directly or indirectly, not fully considered in the previous
EIR include slope stability (e.g., landslide and soil creep,
erosion, etc.), air quality, potential drainage capacity
problems, plant and animal life, noise, land use, population
and housing, transportation and circulation, public services,
utilities, recreation, and cultural resources.
Wagstaff and Associates
City of South San Francisco
August 3, 1995
Initial Study
Terrabay Specific Plan and [. ,opment Agreement Extension
Page 29
IV. DETERMINATION
On the basis of this initial evaluation:
I find that the project COULD NOT have a significant adverse effect on the
environment, and a NEGATIVE DECLARATION will be prepared.
I find that although the proposed project MAY 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 incorporated into
the project. A NEGATIVE DECLARATION WILL BE PREPARED.
I find that ~e proposed project may have new potential significant adverse
effects on the environment, and a SUPPLEMENTAL ENVIRONMENTAL
IMPACf REPORT is required. X
4~
Signature
~:J l11t}
Date \
.
WP5115481M/SCICHKLST.548
T errabay Project
City of South San Francisco
January 4, 1996
APPENDIX B
SUPPLEMENTAL TRANSPORTATION INFORMATION
WP511548\DSEIRlX.548
Draft SEIR
Appendix B
Terrabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
Appendix B
WP511548\DSEIRIX.548
Terrabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
Appendix B
1. TURNING COUNTS
During the course of this study, reconstruction of the Oyster Point interchange resulted in the
following road closures:
. Sister Cities Boulevard - closed from Hillside Boulevard to Airport Boulevard.
. Dubuque Avenue - closed just south of the new ramps intersection for most of the time.
. US 101 southbound on-ramp from Dubuque Avenue - under construction.
. US 101 northbound off-ramp to Dubuque Avenue - newly constructed, occasionally open.
In concurrence with city of South San Francisco staff, it was determined that a count program
and analysis of current (mid-1995) volumes would not produce meaningful results due to the
construction road closures and delay. Rather, year 2000 and 2010 Base Case (without
project) traffic projections would be developed based upon recent studies in South San
Francisco and Brisbane.
A series of turn counts at some project intersections were available from a variety of studies
conducted in 1993',2,3 following the opening of Sister Cities Boulevard, but before
reconstruction of the Oyster Point interchange. Two new weekday PM peak hour counts were
conducted by Crane Transportation Group in July 1995 (at the US 101 southbound off-
ramp/northbound Bayshore Boulevard and Hillside Boulevard/Jefferson Street intersections) in
order to determine the magnitude of traffic volume reductions due to construction. Overall,
1995 PM peak volumes along Hillside Boulevard and Bayshore Boulevard were 10 to 20
percent lower than in 1993.
2. LEVEL OF SERVICE METHODOLOGY
In order to understand the status of a local roadway network, a grading system called Level of
Service (LOS) is commonly used by traffic engineers and planners. The LOS grading system
typically used involves a rating scale which ranges from LOS A, indicating un congested flow
and minimum delay to drivers, down to LOS F, indicating significant congestion and delay on
most or all intersection approaches.
'Guadalupe Valley Quarry Use Permit Renewal, San Mateo County by Thomas Reid Associates
and Crane Transportation Group, 1993.
2East of 101 Area Plan DEIR by Brady Associates, July 1994.
3Stonegate Residential Development Initial Study by Wagstaff Associates, Crane Transportation
G~oup, 1993.
WP511548\DsEIRlX.548
T errabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
Appendix B
Signalized Intersections. Signalized intersections were evaluated in this study using the
Transportation Research Board (TRB) Circular 212 planning methodology. This is a standard
level of service calculation method' and is appropriate for a traffic analysis where future
levels of service are projected. Following procedures used in the East of 101 Area Plan DEIR
(1994) traffic analysis prepared by Barton-Aschman, Inc., and the Oyster Point Interchange
Reconstruction and Grade Separation DEIR (1990) prepared by Fehr & Peers Associates,
Inc., lane capacity adjustments were incorporated into the analysis of intersections that would
otherwise operate at LOS C or worse.
The Circular 212 methodology has been found to be overly conservative when applied to
intersections in the Bay Area, especially to those approaching their practical capacity. The
actual capacity, when compared to the Transportation Research Board's 1985 Highway
Capacity Manual, is about 20 percent higher than predicted by the Circular 212 methodology.
The degree of over-conservativeness when applying the Circular 212 methodology was found
to be less at better levels of service. Specifically, the standard Circular 212 thresholds were
adjusted as follows:
Circular 212 Revised Critical
Level of Service Critical Volumes Volumes"
Threshold 4-Phase Sional Adiustment 4-Phase Sional Revised VIC Ratio
ElF 1,375 +20% 1,650 .87 - 1.00
DIE 1,220 + 15% 1 ,400 .71 - .86
CID 1,100 +5% 1,155 .59 - .70
B/C 965 0% 965 .51 - .58
AlB 825 0% 825 .00 - .50
.. Equivalent adjustments were also utilized for two- and three-phase signals.
LOS
ElF
DIE
C/D
BIC
A/B
Revised Critical Volumes
2-Phase Sianal
1,800
1,553
1,260
1,050
900
3-Phase Sional
1,710
1,475
1,197
1,000
855
Table B-1 summarizes level of service definitions used in this analysis for signalized
intersections.
'It is one of the methods specifically identified in the Congestion Management Program (CMP)
legislation and is, therefore, accepted by the regional planning agency, the Metropolitan Transportation
Commission.
WP5115481DSEIRIX.548
T errabay Project
City of South San Francisco
January 4, 1996
Draft SEtR
Appendix B
Unsignalized Intersections. LOS ratings for the three unsignalized study intersections were
determined using methodology outlined in the 1994 Highway Capacity Manual. With this
methodology, all-way stop intersections receive one letter designation reflecting operation of
the entire intersection. Delay values are also calculated. Unlike signalized or all-way stop
analysis, LOS designations for intersections with only side streets that are stop sign-controlled
are computed for individual turn and through movements rather than for the entire intersection.
Average vehicle delay is also calculated for individual turn movements as well as for the entire
intersection. Tables B-2 and B-3 summarize level of service definitions for unsignalized
intersections.
Freeways. Criteria used to relate freeway level of service and volume to capacity ratio are
presented in Table B-4.
3. SIGNAL WARRANT METHODOLOGY
Traffic signal "warrants" are conventional standards used to determine whether a traffic signal
is needed. A traffic signal should not be installed if no warrants are met, since installation of
traffic signals may increase delays for the majority of through traffic and increase some types
of traffic accidents. If one or more warrants are met, a signal may be appropriate.
A signal warrant analysis was performed for the three unsignalized study intersections in
South San Francisco for the 1993 PM peak hour. The analysis was completed based on the
"Peak Hour Traffic Signal Warrant" (Warrant #11) standard from the Caltrans Traffic Manual.
The Peak Hour Warrant standard is intended for application where traffic conditions are such
that, for at least one or two hours of the day, the minor street suffers long delays in entering
or crossing the major street or there are long backups on one or more approaches of an all-
way stop. Signal warrants vary depending on whether the intersection is located in an urban
or rural setting. For this SEIR, warrant analysis was conducted using urban conditions criteria.
Warrant #11 criteria are presented in the following figure.
4. BASE CASE (WITHOUT PROJECT) TRAFFIC PROJECTIONS
Future traffic projections contained in the East of 101 Area Plan DEIR were used as a basis
for determination of year 2000 and 2010 Base Case (without project) AM and PM peak hour
volumes at all study intersections along US 101. The Terrabay project was not specifically
included in the East of 101 Area Plan traffic analysis. Future traffic projections contained in
the EI Camino Corridor Redevelopment Project DEIR for the city of South San Francisco'
were used as a basis for determination of year 2000 and 2010 Base Case PM peak hour
'Brady & Associates, January 1993.
WP511548\DsEIRIX.548
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~=>
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> 100' ------
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50'0'-
..........
40'0-
*
,---------
2 OR MORE LANES & 2 OR MORE LANES
*
400 600 800 1000 120'0 1400 1600 1800
MAJOR STREET - TOTAL OF BOTH APPROACHES - VPH
-NOTE: 150 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET
APPROACH WITH 'TWO OR MORE LANES AND 100 VPH APPLIES AS THE LOWER
THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE.
(COMMUNITY lESS THAN 10.000 POPULATION OR ABOVE 40 MPH ON MAJOR STREET)
I
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400
~ /2 OR MORE LANES & 2 OR MORE LANES
"J/' I I I I '
.........~ ~2 OR MORE LANES & 1 LANE
~ ~ I I I
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, 1 LANE & 1 LANE
300
200
10'0'
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30'0' 400' 50'0' 600' 70'0', 80'0' 90'0' 10'0'0', 110'0' 120'0' 130'0'
MAJOR STREET - TOTAL OF BOTH APPROACHES - VPH
-NOTE: 100 VPH APPLIES AS THE LOWER THRESHOLD VOLUME FOR A MINOR STREET
APPROACH WITH TWO OR MORE LANES AND 75 VPH APPLIES AS THE LOWER
THRESHOLD VOLUME FOR A MINOR STREET APPROACHING WITH ONE LANE.
'-
../
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PEAK HOUR SIGNAL WARRANT #11
../
T errabay Project
City of South San Francisco
January 4, 1996
Draft SEIR
Appendix B
Table B-1
LEVEL OF SERVICE DEFINITIONS--SIGNALlZED INTERSECTIONS
Level of Volume to
Service Capacity Ratio Descriotion
A 0.00-0.50 Free Flow/Insignificant Delays: No approach phase
is fully utilized by traffic and no vehicle waits longer
than one red indication.
B 0.51-0.58 Stable Operation/Minimal Delays: An occasional
approach phase is fully utilized. Many drivers begin to
feel somewhat restricted within platoons of vehicles.
C 0.59-0.70 Stable Operation/Acceptable Delays: Major
approach phases fully utilized. Most drivers feel
somewhat restricted.
D 0.71-0.85 Approaching UnstablelTolerable Delays: Drivers
may have to wait through more than one red signal
indication. Queues may develop but dissipate rapidly,
without excessive delays.
E 0.86-0.99 Unstable Operation/Significant Delays: Volumes at
or near capacity. Vehicles may wait through several
signal cycles. Long queues form upstream from
intersection.
F
~ 1.00
Forced Flow/Excessive Delays: Represents jammed
conditions. Intersection operates below capacity with
low volume. Queues may block upstream intersections.
SOURCE: Circular 212, Planning Analysis - with adjustments, Transportation Research Board,
Washington, DC, 1980.
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Appendix B
Table B-2
LEVEL OF SERVICE DEFINITIONS--ALL-WAY STOP CONTROLLED INTERSECTIONS
Level of Service
Average Stopped Delay
(Seconds per Vehicle)
A
<5
B
5 - 10
C
10 - 20
D
20 - 30
E
30 - 45
F
> 45
SOURCE: Hiahway Capacity Manual, Special Report 209. Transportation Research Board, 1994.
Table B-3
LEVEL OF SERVICE DEFINITIONS-UNSIGNALlZED SIDE STREET STOP SIGN
CONTROLLED INTERSECTIONS
Average Vehicle Delay
Level of Service (Seconds per Vehicle)
A :5;5
B >5and:5;10
C > 10 and :5; 20
D > 20 and :5; 30
E > 30 and ~ 45
F > 45
SOURCE: Hiahway Capacity Manual, Special Report 209, Transportation Research Board, 1994.
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Table B-4
LEVEL OF SERVICE CRITERIA FOR BASIC FREEWAY SEGMENTS
Level of Service
Volume-to-Capacitv Ratio
A
B
C
D
E
F
0.00 to 0.27
0.28 to 0.44
0.44 to 0.66
0.67 to 0.83
0.84 to 1.00
Greater than 1.00
SOURCE: Transportation Research Board, 1994 Highway Capacity Manual, Table 3-1, based on 60
mph freeway design speed.
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Appendix B
volumes at all intersections analyzed along the Hillside Boulevard-Sister Cities Boulevard
corridor. The following adjustments/assumptions were made to produce a coherent set
of volumes for each horizon year along Hillside Boulevard, Sister Cities Boulevard,
Bayshore Boulevard and Oyster Point Boulevard.
East of 101 Area Plan DEIR Adjustments
· This study contained existing traffic volumes from 1993, as well as traffic projections for
year 2000, 2003 and buildout (no specified year) conditions for three alternative
development plans for the East of 101 Area Plan study area. City planning staff
determined that the "Directed Growth" land use buildout alternative was most likely to
occur. Straight line growth projections were developed using 1993 and 2003 land use
and traffic volume relationships in order to develop year 2010 volume projections. The
2010 PM peak hour projections were approximately 70 percent of buildout traffic levels,
while the 2010 AM hour peak projections were approximately 75 percent of buildout
traffic levels.
· The East of 101 Area Plan DEIR traffic projections and analysis contained no traffic
increment from specific developments proposed within Brisbane. In order to assign a
representative level of Brisbane traffic to the South San Francisco roadway system,
Brisbane and South San Francisco planning staffs agreed that development projections
and their associated traffic levels contained in the city of Brisbane 1993 General Plan
Draft EIR' (Volumes II and III) would be appropriate for use in this SEIR. While the
Brisbane General Plan Draft EIR analysis examined a 10-year (2003) horizon as well as
a buildout (2013) horizon, both city staffs agreed that the incremental increase in traffic
expected could be assumed to occur at year 2000 (for the 2003 projections) and at year
2010 (for the buildout projections). The Brisbane buildout alternative used for traffic
projections (Scenario K) assumed development of the Baylands project within Brisbane
and assigned a high trip generation potential to its suggested mix of land uses.
By the year 2010, during the PM peak hour about 800 southbound and 100 northbound
vehicles were projected to be added to Bayshore Boulevard just north of the Oyster Point
interchange, while about 1,600 southbound and 240 northbound vehicles were projected
to be added to US 101 at the same location. For the same horizon year during the AM
peak traffic hour, about 100 southbound and 50 northbound vehicles were projected to
be added to Bayshore Boulevard at the same location.
· The EI Camino Corridor Redevelopment Project DEIR traffic analysis had projected a 0.5
percent per year growth in ambient traffic from 1990 to 2010 along Hickey Boulevard. In
addition, traffic from the proposed redevelopment area, the proposed Hickey BART
station and the Hickey Boulevard Extension, were also included in the projections.
Straight line analysis was then initially used to obtain a preliminary set of year 2000 PM
projections for Hillside Boulevard.
'Thomas Reid Associates, January 1994.
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. Year 2000 and 2010 PM peak hour volume projections developed from the EI Camino
Corridor DEIR were then compared to those from the combined East of 101 Area Plan
DEIR and Brisbane General Plan DEIR along Sister Cities Boulevard, as this roadway
connected the three study areas. For the year 2000 there was close agreement in
westbound volumes between the Bayshore Boulevard intersection and the Hillside
Boulevard intersection. Eastbound volumes, however, were more than 50 percent higher
leaving Hillside Boulevard than arriving at Bayshore Boulevard. Since the higher Hillside
Boulevard projections closely matched eastbound traffic volumes on Sister Cities
. Boulevard before construction activities, they were assumed to be correct and were
used. For 2010 conditions, there was a close match in eastbound traffic volume
projections between the Hillside Boulevard and Bayshore Boulevard intersections, but a
significant discrepancy in the westbound direction. Westbound volumes on Sister Cities
Boulevard leaving the Bayshore Boulevard intersection were about 35 percent (240
vehicles) higher than those projected to be arriving at Hillside Boulevard. In order to
provide a conservative worst-case analysis, the higher volume projections from the East
of 101 Area Plan DEIR were assumed to be correct, as they reflected a specific
development plan that had not been developed during preparation of the EI Camino
Corridor study. The higher volumes were distributed along Hillside Boulevard.
. No significant diversion of commute period traffic from US 101 to Bayshore Boulevard
was assumed. However, the potential exists that, should peak direction commute
volumes reach excessive levels, some diversion may take place.
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APPENDIX C
SUPPLEMENTAL VEGETATION AND WILDLIFE DATA
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Appendix C
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.fl
PACIFIC OPENSPACE, INC.
ENVIRONMENTAL PLANNING & RESTORATION
Jim Sweenie
Sterling Pacific Management Services
6001 North 24th Street, Suite H
Phoenix, A:l 85016
June 13, 1995
RE: Site Evaluation at TerraBay
Dear Mr. Sweenie:
The following report addresses the findings of my evaluation of the revegetation work
at Terrabay. The site survey and evaluation were performed during May, 1995.
Follo}Ving the evaluation are general recommendations for restoration in the coming year.
East End
Location - The "East End" is a collection of cut and fill slopes, all located at the eastern
portion of the Terrabay development.
Vegetation - Almost all the revegetation projects at the east end have failed. A
description of the subunits follows:
E1 - A steep, rocky cutslope with some annual grasses, but not enough for effective
erosion control cover. There are almost no native plants.
E2 - A steep cuts lope below the water tank, near the traffic circle at the end of
Greenpark. Although covered with jute netting, the slope, is actively 'eroding.
There is virtually no vegetation. ,
E3 - A small cut and fill slope with relatively deep soil. There are some native
plants, but there ,are also many weeds, including ryegrass (Lolium multiflorum),
oats (Avena barbata), and fennel (Foeniculum vulgare). ,
E4 - A west facing cut slope near the approach road to the water tank. It is covered
with jute netting, but has severe erosion.
E5 - A north facing cutslope along Greenpark Drive, with the most severe erosion at
Terrabay.
E6 - A rocky cutslope overlooking South San Francisco Drive. There are many
established natives, but they'form an extremely sparse cover.
E7 - Upper half has some oats with scattered natives. Lower half also has many,
natives, but there are also many weedy exotics.
P,O, BOX 744, PETALUMA, CA 94953. 707,769,1213, FAX 707.769,1230
Recommendation - Almost the entire East End requires revegetation. About half of
the slopes are sufficiently eroded to require regrading. The other half can be
revegetated ~thout regrading. ~See "Restoration-Goals", below)
Central
Location - The restoration plots in the central portion of Terrabay are south facing cut
slopes above Parkridge Drive and Skypark Drive.
Vegetation - All of these slopes were seeded with the "South Aspect Cut Slope" seed
mix. Few plants established on these slopes. The Central sites have almost no
vegetation, except for occasional grasses and lupines.
Erosion - Site C3 was cut into rock, and does not have significant surface erosion.
However, slopes Cl, C2, and C4 were cut into soil. Cl and C2 are actively eroding,
despite jute netting placed for erosion protection. In addition, a portion of Cl, near the
drainage, has mass movement. C4 does not appear to have significant surface erosion
at this time.
Recommendation - There are not enough established natives to justify preserving
them. It is better to remove the old jute netting, regrade the slopes, and reseed them.
Use Soil Guard hydromulch or erosion blankets.
West-Central
Location - The West-Central sites are located west of Parkgrove Drive. They are east
facing cutslopes.
Vegetation - Almost the entire slope was seeded with the "East Aspect Cut Slope" mix.
The bottom portion of the slope was seeded with the "Fire Buffer" seed mix.
Most of the slope is vegetated with annual grasses and broadleaves. Wild oats
(Avena barbata) is the most common grass. These areas have few, if any native
plants, and will eventually need ~ be cleared and revegetated.
There are, however, significant patches of thin soil, where the weedy annual
grasses cannot compete. Some of these areas are virtually devoid of vegetation, but
others have significant populations of native plants, particularly lupines. In fact, the
best lupine stands are found on this slope. Lupinus .variicoloris the most successful
lupine, but many Lupinus albifrons are also found there. There are other native
plants, but none are growing in abundance. They include: purple needlegrass
(Nassella pulchra), meadow barley (Hordeum brachyantherum), horkelia (Horkelia
californica), yarrow (Achillea mille(olium), ~d phacelia (Phacelia califoinica).
Erosion - There is rill and gully erosion on a portion of the lower slope. It occurs,
however, in an area where there are many'native plants. This area may require
regrading, but it would be worthwhile to discuss alternatives involving reseeding,
planting, and hydromulching.
Soil is likely eroding from the bare ground common to this slope, but most can be .
Page 2
corrected by revegetation, without the need for regrading.
Recommendation - Due to the varied nature of the vegetation on this slope, there will
be different recommendations for the different site conditions. Please refer to the
"Restoration Guidelines" section, below.
West End
Location - The West End sites are south facing slopes located above Highcrest Drive.
Vegetation,
W1 - This is a highly eroded slope at the intersection of Northcrest and Highcrest.
There is a sparse cover of annual grasses. The natives include Lupinus
variicolor, Grindelia hirsutula, and Danthonia californica. The natives have a
3 ft to 15 ft spacing between them. There is mass movement on this site that will
need repair. The best lupines are on and immediately adjacent to the landslide.
Main slope - The major of the West End is dominated by ryegrass (Lolium
TrJ,ulnflorum) and wild oats (Avena barbata). There are also plantain (Plantago
lanceolata), mustard (Brassica rapa), and fennel (Foeniculum vulgare). There
are scattered purple needlegrass (Nassella pulchra).
Drainages - These are the most consistent sites to find natives. Along much of the
drainage channels, the soil is thin, and natives can survive against th~ weed
competition.
W3 - This is a visibly open area in the middle of the slope. There are few annual
exotic grasses, but there are many Lupinus albifrons, along with L. variicolor.
There are occasional Nassella pulchra.
East of W3 there is a weedy grassland, with a relatively high concentration of
natives (Lupin us variicolor, L. albifrons, Eriogonum latifolium, Nassella pulchra).
Above the 3rd ditch at the east end of the slope -- There is a large population of
fennel.
W4 - This is a particularly good stand of Lupin us variicolor. and L. albifrons. It is in
the midst of fennel.
Erosion - There is an .area of mass movement in area Wl. Aside from this, there is very
little erosion of note.
Recommendation
1. Regrade B.nd reseed WI.
2. Mow weeds along drainage channels. Apply preemergent herbicides.
3. Spray fennel.
Page 3
General Evaluation
In general, the original Terrabay'restoration work did not succeed. There are distinct
areas where many natives became established, such as the West-Central slope, but in
general, ~e slopes are either barren or weedy.
The restoration work was performed under very unfavorable weather conditions that
could not have been anticipated. During the winter of restoration, there was a week of
particularly cold weather, with,temperatures dipping into the low 20s. The deep freeze
may well have killed many seedlings. Further, this was a drought year, and many
seedlings died because. the soil dried before they could become established. Thus, it is
very difficult to determine how much of the project failure was due to weather, and how
much was due to general site conditions.
Soil conditions did have a clear effect on the restoration. Much of the soil was too thin,
droughty and/or infertile to support vigorous plant growth. This allowed the
establishment of native perennial plants in many locations, particularly on the western
portions of the property. The poor soil conditions, however, led to almost complete project
failure on the central and eastern portions.
The droughty soil conditions can be partly mitigated in future work by use of denser
erosion control material than was used in the original restoration project. The first
project relied upon jute netting and standard hydromulch. Neither the jute netting nor
the hydromulch provide much moisture retention. Materials such as erosion blankets,
tackified straw, or Soil Guard hydromulch (see below) have much higher water retention.
They will foster more germination, and will give the seedlings a better chance to become
established.
Soil infertility was probably a factor. Soil tests are highly recommended, so that
fertilizer may be used, as needed, during the reseeding.
The seed mixes from the original plan look good. The plants are species that should do
well on these site conditions. However, it is recommended that more native grasses be
added to the seed mixes. The grasses have proven to be some of the most consistently
successful plants on this project.
Page 4
Restoration Goals
If site were on level, flat ground, with no obstructions, I would recommend regrading
the entire site, and starting over. However, the site is quite steep and there are many
obstructions, such as cement drainage channels. Regrading is not a reasonable option in
most locations. While it is recommended to regrade much of the central and eastern
portions of the site, the western portions will be restored incrementally.
The restoration goals' below make reference to "Soil Guard hydromulch". This is a
new kind of hydromulch fiber. It creates a much thicker blanket than regular
hydromulch. This provides better erosion control, and holds more moisture, creating
improved germinating conditions.
The following restoration work is recommended for the winter of 1995-96:
East End
El- Mow dead foliage with weed eater. Spray weeds when they germinate. Reseed
with natives and Soil Guard hydromulch or tackified straw.
E2 - Regrade and reseed. Use Soil Guard hydromulch, tackified straw, or erosion
blankets.
E3 - Mow dead foliage with weed eater. Use preemergent herbicide to prevent weed
germination.
E4 - Regrade and reseed. Use Soil Guard hydromulch, tackified straw, or erosion
blankets.
E5 - Regrade and reseed. Use Soil Guard hydromuich, tackified straw, or erosion
blankets.
E6 - Overseed with native seed mix and hydromulch or tackified straw.
E7 - Overseed upper half with native seed mix and hydromulch or tackified straw.
Mow lower half, arid then apply preemergent herbicide to prevent germination of
annual weeds.
Central - Remove the old jute netting, regrade the slopes, and reseed them. Use Soil
Guard hydromulch, tackified straw, or erosion blankets.
West-Central and West End
Drainages - Mow the weeds within 10 feet of either side of the drainage channels.
Apply preemergent herbicide prior to seed germination in the fall.
Preemergent 'herbicides - Locate areas with high concentrations of native plants, but
are overrun with exotic, annual grasses. Mow the dead foliage within these areas.
Apply preemergent herbicide prior to seed germination in the fall.
Fennel- Spray all fennel by mid-summer, prior to seed production.
Wi - Reseed. Use Soil Guard hydromulch or tackified straw.
Page 5
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APPENDIX 0
SUPPLEMENTAL AIR QUALITY INFORMATION
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Appendix D
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Appendix D
CALlNE-4 MODELING
The CALlNE-4 model is a fourth-generation line source air quality model that is based on the
Gaussian diffusion equation and employs a mixing zone concept to characterize pollutant
dispersion over the roadway.1 Given source strength, meteorology, site geometry and site
characteristics, the model predicts pollutant concentrations for receptors located within 150
meters of the roadway. The CALlNE-4 model allows roadways to be broken into multiple links
that can vary in traffic volume, emission rates, height, width, etc.
The intersection mode of the model was employed, which distributes emissions along each
leg of the intersection for free-flow traffic, idling traffic and accelerating and decelerating traffic.
The intersection model extended 500 meters in all directions. Receptors (locations where the
model calculates concentrations) were located at distance of 20 feet from the roadway edge
for all four corners of the intersection and at locations 50 feet in either direction, for a total of
12 receptors. Figure 1 is a schematic diagram showing the location of receptors.
The worst case mode of the CALlNE-4 model was employed. In this mode the wind direction
is varied to determine which wind direction results in the highest concentration for each
receptor. Emission factors were derived from the California Air Resources Board EMFAC-7F
model. Adjustments were made for vehicle mix and hot start! cold start! hot stabilized
percentages appropriate to each roadway. Temperature was assumed to be 40 degrees F.
The computation of carbon monoxide levels assumed the following worst-case meteorological
conditions:
Windspeed: 1 mps
Stability: F Category
Mixing Height: 1000 meters
Surface Roughness: 100 cm
Standard Deviation of Wind Direction: 10 degrees
The CALlNE-4 model calculates the local contribution of nearby roads to the total
concentration. The other contribution is the background level attributed to more distant traffic.
The assumed 1-hour background levels were 5.4 PPM in 1995, 4.5 PPM in 2000 and 3.5
PPM in 2010. The assumed a-hour background levels were 3.6 PPM in 1995, 3.0 PPM in
2000 and 2.3 PPM in 2010. These background concentrations were developed using carbon
monoxide background levels and correction factors for future years developed by the Bay
Area Air Quality Management District. To generate estimates of a-hour concentrations from
the 1-hour CALlNE results a persistence factor of 0.70 was employed.
1California Department of Transportation, CALlNE-4- A Dispersion Model for Predictino Air Pollutant
Concentrations Near Roadways, Report No. FHWAlCArrL-84-15, 1984.
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Appendix D
AUTOMOBILE EMISSIONS CALCULATION
Estimates of regional emissions generated by project traffic were made using daily trip
generation data and trip length information for the project area.1 The daily increase in vehicle
miles travelled (VMT) and daily vehicle trips resulting from each alternative were calculated as
input to the emissions calculation procedure.
Daily VMT and vehicle trips were processed using a spreadsheet program and EMFAC7F2
emission factors to estimate emissions from the following sources:
Running exhaust emissions
Cold start emissions
Hot start emissions
Hot soak emissions
Diurnal emissions
The EMFAC7F emission rates were based on summertime conditions (temperature 75
degrees F) and an average vehicle speed of 25 miles per hour. The following average trip
lengths were used:
Trip Type
Average Trip Length (miles)
Home-Based Work
Home-Base Shop
Home-Based Other
Work
Non-Work
2000
9.67
4.90
6.98
13.13
5.60
2010
9.62
5.05
7.11
13.43
5.45
The cold start percentage assumed for each trip type was:
Home-Based Work:
Home-Base Shop:
Home-Based Other:
Work:
Non-Work
27.3%
21.2%
51.5%
75.9%
26.2%
'Metropolitan Transportation Commission. Bay Area Travel Forecasts. Conoestion Manaoement
Proaram Databook #1: Reoional Summary. March 1991.
2California Air Resources Board, MethodoloOY for Estimatino Emissions From On-Road Vehicles
Vol. 1: EMFAC7F, June 1993.
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Appendix D
The EMFAC7F program provides emission rates for Total Organic Gases (TOG). The TOG
emission was multiplied by 0.91 to estimate Reactive Organic Gases (ROG).
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Figure 1: Location of CALINE-4 Receptors
.
3<> of" T
.'
30 -F+
r., 20 ~'t,
.
zo.f''t
~
"--
\
I
.
.
.
.
.
.
.
.
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Appendix E
APPENDIX E:
CEQA STANDARDS FOR EIR ADEQUACY
According to Section 15151 of the CEQA Guidelines, the standards for Adequacy
of an EIR are as follows:
An EIR should be prepared with a sufficient degree of analysis to provide decision-
makers with information which enables them to make a decision which intelligently takes
account of environmental consequences. An evaluation of the environmental effects of
a proposed project need not be exhaustive, but the sufficiency of an EIR is to be
reviewed in the light of what is reasonably feasible. Disagreement among experts does
not make an EIR.inadequate, but the EIR should summarize the main points of
disagreement among the experts. The courts have looked not for perfection but for
adequacy, completeness, and a good faith effort at full disclosure. ,
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Appendix E
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Appendix F
APPENDIX F:
CEQA DEFINITION OF "MITIGATION"
According to Section 15370 of the CEQA EIR Guidelines, the term "mitigation"
Includes:
(a) Avoiding the impact altogether by not taking a certain action or parts of an
action.
(b) Minimizing impacts by limiting the degree of magnitude of the action and its
implementation.
(c) Rectifying the impact by repairing, rehabilitating, or restoring the impacted
environment.
(d) Reducing or eliminating the impact over time by preservation and maintenance
operations during the life of the action.
(e) Compensating for the impacts by replacing or providing substitute resources or
environments.
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Appendix F
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Appendix G
APPENDIX G. SEIR AUTHORS
WAGSTAFF AND ASSOCIATES
Urban and Environmental Planners; Prime Contractor--EIR
John Wagstaff, Principal-in-Charge
Ricardo Bressanutti, AICP
Natalie Macris
Drummond Buckley, AICP
Steve Ridone
Toni Fricke
CRANE TRANSPORTATION GROUP
Transportation Engineers
Mark Crane, P.E.
Carolyn Cole
HARLAN TAIT ASSOCIATES
Consulting Engineers and Geologists
Robert Wright, Ph.D., CEG
Reid Fisher, Ph.D., CEG
Drew Kennedy
THOMAS REID ASSO,CIATES
Consulting Biologists
Victoria Harris
Lawrence Kobernus
Lion Baumgartner
DONALD BALLANTI
Air Quality Consultant
GRAPHICS STAFF
Graphics Subcontractor--EIR
Lynda Wagstaff
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Appendix G
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