| Description of Project Alternatives How Many
Different Alternatives Have Been Studied?
At the outset of the DEIR/SDEIS effort, BART and SamTrans invited the
public to participate in a "Public Scoping Meeting." The purpose of the meeting
was to solicit ideas about how transit service could be improved in northern San Mateo
County and to obtain public concerns about potential environmental impacts of the project
alternatives. This meeting, held in July 1993, resulted in a menu of 19 alternatives, in
addition to the Locally Preferred Alternative previously selected by the BART and SamTrans
Boards of Directors and MTC. A detailed presentation of these alternatives, which include
alignments that had been previously identified, and the reasons for rejection of certain
alternatives are contained in the DEIR/Technical Appendix.
How Were the Alternatives in the DEIR/SDEIS Selected?
BART and SamTrans developed two sets of criteria to assist the Boards
of Directors in identifying a smaller set of viable alternatives for evaluation in the
DEIR/SDEIS. These criteria were selected by BART and SamTrans to highlight key
operational, funding, engineering, and environmental differences among the alternatives.
Engineering, logistic, feasibility requirements, and project goals were the basis for the
first set of criteria. A project alternative had to satisfy these criteria if it were to
be considered further. The second set of criteria were used to compare those alternatives
that satisfied the first set of criteria, and included costs, funding availability,
patronage, convenience for transit riders, potential wetland and endangered species
impacts, land acquisition requirements, potential impacts to residences and businesses
sensitive to noise and vibration, and potential construction impacts. These criteria are
reproduced in Table S-2. Each alternative was evaluated in a comparative fashion, using
these criteria. This screening process, along with meetings with each of the local
jurisdictions along the project corridor, was used to select those alternatives
recommended for further evaluation in the DEIR/SDEIS.
What Alternatives are Studied in the DEIR/SDEIS?
Seven basic alternatives and three major design options are analyzed in the DEIR/SDEIS:
- Proposed Project, the Locally Preferred Alternative
- I-380 Least-Cost Design Option to the Proposed Project
- Alternative I: No Build
- Alternative II: Transportation Systems Management (TSM)
- Alternative III: BART to Airport Intermodal (Base Case)
- Alternative IV: Airport Aerial East of Highway 101 to Millbrae Intermodal
- Alternative V: Minimum Length Subway to Millbrae Intermodal
- Design Option V-A: Minimum Length Subway to Airport Ground Transportation Center
- Design Option V-B: Minimum Length Subway to San Bruno
- Alternative VI: Millbrae Avenue via the Airport International Terminal
Table S-2
Screening Criteria Used to Select
BART-San Francisco Airport Extension Alternatives for the DEIR/SDEIS
THRESHOLD CRITERIA
- Permits BART/CalTrain intermodal connection
- Accommodates a future BART extension south
- Sustains 2-1/4-minute BART headways during peak travel periods
- Satisfies BART/CalTrain/SFIA design and safety criteria
- Lies within the San Francisco to SFIA corridor
COMPARATIVE CRITERIA
Costs
- Order of magnitude capital cost (millions 1991$)
- Funding shortage
- Order of magnitude BART incremental annual operating and maintenance cost
(millions 1991$)
Convenience
- BART/CalTrain/Airport light rail connection
- Air passenger walking distance to central terminal (in feet)
- Functional end-of-line commuter station
Operations
- Patronage (from MTC model runs)
- work/non-work
- air passengers
- BART operations and failure management Number of BART routes that can be
accommodated
Environmental
- Construction impacts
- Wetlands impacts
- Number of sensitive species impacted
- Traffic impacts (identified affected streets and neighborhoods)
- Other major environmental impacts
Source: BART, 1993.
The No Build Alternative is
essentially a "do-nothing" scenario. The only new transportation
improvements anticipated in the project vicinity include the extension of BART to Colma
and the repair of I-280 between Highway 101 and 6th Street in San Francisco. This
alternative provides a future baseline against which to assess project impacts.
The TSM Alternative includes a number
of transportation improvements that are planned by the Peninsula Commute Service (known as
CalTrain, a diesel-operated commuter rail service along the Peninsula), San Mateo County,
and local agencies. Key improvements in the project vicinity, in addition to those assumed
under the No Build Alternative, include:
relocation of the existing San Bruno CalTrain Station to a new site
under I-380;
construction of a new CalTrain station west of Highway 101 across
from the entrance to the SFIA;
construction of an Airport Light Rail System (ALRS) serving the SFIA
and the new CalTrain station west of Highway 101;
increase in CalTrain service from 60 to 86 daily trains; and
local roadway improvements such as the D Street overpass/on-ramp to
I-280 in Colma, the extension of Hickey Boulevard eastward to a new full Highway 101
interchange at Oyster Point Boulevard in South San Francisco, and new turning lanes at the
intersections of El Camino Real with Sneath and San Bruno Avenues in San Bruno.
Table S-3 highlights some of the key differences between the BART
"build" alternatives. Chapter 2 of the DEIR/SDEIS describes each
alternative, including the No Build and TSM Alternatives, in detail. The BART
"build" alternatives and design options are generally shown in Figures S-2 and
S-3 and are summarized below.
The proposed project or Locally
Preferred Alternative proposes a BART extension, with a station at Hickey
Boulevard in South San Francisco adjacent to the Tanforan Shopping Center in San Bruno,
and a combined BART/CalTrain/Airport Light Rail Station (Intermodal Station) located west
of Highway 101 near the SFIA terminals. From the Colma BART Station, presently under
construction, the alignment would follow the SPTCo railroad right-of-way in subway through
a below-grade Hickey Station to South Spruce Avenue, then ascend to grade at the Tanforan
Station. . From the Tanforan Station, the alignment would descend into a subway
configuration, paralleling the north side of I-380, pass under I-380, continue in subway
along the easterly limit of the City of San Bruno, then ascend to ground level at the
Airport Intermodal Station. This alignment would bypass downtown San Bruno. The ALRS would
carry air passengers and SFIA employees from the Intermodal Station to the SFIA. An
approximately 3,000-foot tailtrack would extend south from the Airport Intermodal Station.
The I-380 Least-Cost Design Option of
the proposed project calls for an alignment that would rise from the Tanforan Station on
an aerial structure to I-380 over local streets and the CalTrain tracks, then descend and
pass under I-380 in subway. The alignment would continue in a retained cut configuration
along the easterly limit of the City of San Bruno, then ascend to ground level at the
Airport Intermodal Station.
Alternative III, the Base Case Alternative, follows
the same route as the proposed project from Colma to the Tanforan Station. From the
Tanforan Station to the Airport Intermodal Station, the alignment would continue along the
SPTCo railroad right-of-way. It would be built with open, retained cut tracks from Colma
to Mission Road; at grade and open, retained cut to the proposed extension of
Hickey Boulevard; retained cut from the Hickey Station to south of South Spruce Avenue; at
grade to the Tanforan Station; and aerial over streets in San Bruno, descending to the
at-grade Airport Intermodal Station. The ALRS would carry air passengers and SFIA
employees from the Intermodal Station to the SFIA. An approximately 3,000-foot tailtrack
would extend south. ( Table S-3, Figure S-2)
Alternative IV follows the same
route as the proposed project north of Tanforan Avenue. The San Bruno station would be
located at either Tanforan or just south of I-380 in San Bruno. South of Tanforan Avenue,
the alignment would rise on an embankment to an aerial structure and curve eastward along
San Bruno Avenue. The BART aerial alignment would continue east and cross over Highway
101, then curve south to a BART Airport Station located at the Airport long-term parking
lot. South of the Airport Station, BART would parallel the SFIA's viaduct and descend
under Highway 101, rising to an at-grade Millbrae Intermodal Station at Center Street. The
ALRS would carry SFIA passengers and employees from the BART Airport Station and the
Millbrae Intermodal Station to the SFIA. An approximately 3,000-foot tailtrack would
extend at grade south of the Millbrae Intermodal Station.
Alternative V follows the same route
as the proposed project north of Tanforan Avenue. The San Bruno station would be located
at Tanforan, 1-380/San Bruno, or in downtown San Bruno. BART would be in subway through
downtown San Bruno from approximately San Bruno Avenue to Angus Avenue. South of Angus
Avenue, BART would ascend to grade to a Millbrae Intermodal Station at Center Street. The
ALRS would carry air passengers and SFIA employees from the Millbrae Intermodal Station to
the SFIA. An approximately 3,000-foot tailtrack would extend at grade south of the
Millbrae Intermodal Station.
Design Option V-A is identical to the proposed
project to Tanforan Avenue. A San Bruno BART/CalTrain/Airport Light Rail Intermodal
Station would be located at either the proposed 1-380/San Bruno or Downtown San Bruno
Station locations. South of the San Bruno Station, BART would be either in a subway or an
aerial configuration to the proposed Airport Ground Transportation Center (GTC). The BART
subway configuration would turn east under Highway 101 and then south into the
subterranean level of the GTC. The BART aerial configuration also turns east and ascends
from a subway to an aerial structure crossing over Highway 101 and then turns south to an
aerial GTC Station immediately west of and perpendicular to the Airport GTC. Access to the
SFIA terminals and employment centers would be available by elevator/escalator and the
ALRS, As in Alternative V, BART would be in subway through downtown San Bruno, and an
approximately 3,000-foot tailtrack would extend at grade south of the San Bruno Station.
Design Option V-B is identical to the proposed
project north of Tanforan Avenue. Under this design option, there would be no Tanforan
Station but rather a San Bruno Intermodal Station located at either 1-380/San Bruno or
downtown San Bruno. As in Alternative V, BART would be in subway through downtown San
Bruno. An approximately 3,000-foot tailtrack would extend south of the San Bruno
Intermodal Station. Design Option V-B would allow for either a future subway into the
basement of the Airport GTC, as described in Design Option V-A, or a continuation south in
the SPTCo right-of-way to Millbrae.
Under Alternative VI, the alignment would
follow the SPTCo right-of-way in subway from the Colma BART Station, presently under
construction, to South Spruce Avenue. South of South Spruce Avenue, the alignment would be
in subway through downtown San Bruno between San Bruno Avenue and Angus Avenue. The BART
alignment would turn east under Highway 101 in subway, then turn south to a subway Airport
International Terminal Station. BART passengers would access the proposed International
Terminal by elevators and escalators, and other terminals by walking or transferring to
the proposed ALRS. SFIA employees would access the station via the ALRS. South of the
Airport International Terminal Station, BART would curve southwest under Highway 101 and
rise to an at-grade Millbrae Avenue BART/CalTrain Station. An at-grade BART turnback and
tailtrack would extend south of Millbrae Avenue approximately 3,000 feet. |
Table S-3
Summary of BART Build Alternatives* |
| |
|
Proposed Project
Locally Preferred
Alternative |
Alternative III
Base Case Alternative |
Alternative IV
Airport Aerial East
of Highway 101 |
Alternative V
Minimum Length Subway to Millbrae Intermodal |
Design Option V-A Minimum
Length Subway to Airport GTC |
Design Option V-B Minimum
Length Subway to San Bruno |
Alternative VI Millbrae Ave.
via Airport International Terminal |
| |
| Length |
6.4 miles |
6.1 miles |
7.1 miles |
6.9 miles |
6.6 miles |
5.7 miles |
8.0 miles |
| |
| Number of Stations |
3 |
3 |
4 |
3 |
3 |
2 |
4 |
| |
| Station Profile |
Hickey - subway
Tanforan - at grade
Airport Intermodal -at grade |
Chestnut -retained cut
Tanforan - at grade
Airport Intermodal -at grade |
Hickey - subway
Tanforan - at grade, or I-380/San Bruno - aerial
Airport Long-Term Parking - aerial
Millbrae Intermodal -at grade |
Hickey - subway
Tanforan - at grade, or I-380/San Bruno - subway, or Downtown San Bruno -subway
Millbrae Intermodal -at grade |
Hickey - subway
I-380/San Bruno or Downtown San Bruno -subway
Airport Ground Transportation Center - subway or aerial |
Hickey - subway I-380/San Bruno
or Downtown San Bruno -subway |
Hickey - subway
Tanforan - retained cut
Airport International -subway
Millbrae Ave. - at grade |
| |
| Parking Spaces |
Hickey - 1,337
Tariforan - 650
Airport Intermodall -2,325
Total: 4,312 |
Chestnut - 1, 100
Tanforan - 650
Airport Intermodal -2,325
Total: 4,075 |
Hickey - 1,337
Tanforan - 1,300, I-380-1,500
Airport Long-Term Parking - 100
Millbrae Intermodal -1,500
Total: 4,237-4,437 |
Hickey - 1,337
Tanforan - 1,300, I-380 or Downtown San Bruno -1,500
Millbrae Intermodal -1,500
Total: 4,137-4,337 |
Hickey - 1,337
I-380 or Downtown San Bruno - 3,000
Airport Ground Transportation Center- 0
Total: 4,337 |
Hickey - 1,337
I-380 or Downtown San Bruno - 3,000
Total: 4,337 |
Hickey - 1,337
Tanforan - 1,000
Airport International Terminal - 0
Millbrae Ave. - 3,000
Total: 5,337 |
| |
Intermodal
Connections |
Airport Intermodal-CalTrain/ALRS
All Stations - SamTrans |
Airport Intermodal-CalTrain/ALRS
All Stations - SamTrans |
I-380 - CalTrain
Airport Long-Term Parking - ALRS
Millbrae - CalTrain/ALRS
All Stations - SamTrans |
I-380 or Downtown San Bruno - CalTrain
Millbrae - CalTrain/ALRS
All Stations - SarnTrans |
I-380 or Downtown San Bruno -CalTrain/ALRS
Airport Ground Transportation Center-ALRS
All Stations - SamTrans |
I-380 or Downtown -CaITrain/ALRS
All Stations -SarnTrans |
Millbrae Ave.-CalTrain
Airport International Terminal - ALRS
l Stations - SamTrans |
| |
|
|
|
|
|
|
|
|
| Daily Patronage Volumes (in 1998) |
53,100 |
53,000 |
54,800 |
56,100 |
53,400 |
53,200 |
60,700 |
|
|
|
|
|
|
|
|
|
| Capital Costs** (BART only-thousands 1994$) |
$1,002,370 |
$876,442 |
$1,080,325 |
$902,221 |
$1,151,893 |
$803,215 |
$1,269,234 |
|
|
|
|
|
|
|
|
|
| Capital Costs (BART with ALRS-thousands $) |
$1,046,370*** |
$920,442 |
$1,124,325 |
$946,221 |
$1,195,893 |
$847,215 |
$1,269,234 |
| |
|
|
|
|
|
|
|
|
| Operating and Maintenance Costs (system wide
with extension -millions $/yr) |
$278.7 |
$278.2 |
$281.8 |
$279.5 |
$279.5 |
$275.8 |
$282.9 |
| |
| Source: BART |
| *
Other alternatives not presented
here include the No Build Alternative and the Transportation Systems Management
Alternative. |
| **
Capital costs include $44,000,000 for an ALRS
which will he covered by others. The ALRS is included in all alternatives, except
Alternative V1. |
| ***
With the 1-390 Least-Cost Design Option, capital cost
would be $977.130 with the ALRS. |
| ALRS=
Airport Light Rail System |

|
|
|