HomeMy WebLinkAbout494 Forbes Blvd. Final EIR
Response to Comments
Focused Final Environmental Impact Report
SCH No, 2006092054
494 FORBES BOULEVARD -
OFFICE/R&D PROJECT
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Prepared for:
Prepared By:
. City of South San Francisco
. ," . 315 Maple Avenue
. P.O. Box 711
. .. South San Francisco. California 94803
IMPACT SCIENCES
210 I Webster Street, Suite 1825
Oakland, California 94612
August 2007
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Response to Comments
Focused Final Environmental Impact Report
,494 Forbes Boulevard - Office/R&D Project
State Clearinghouse No, 2006092054
Prepared for:
City of South San Francisco
315 Maple Avenue
P.O. Box 711
South San Francisco, California 94803
(650) 330-6702
Prepared by:
Impact Sciences, Inc.
2101 Webster Street, Suite 1825
Oakland, California 94612
(510) 267-0494
August 2007
TABLE OF CONTENTS
Section Page
1.0 INTRODUCTION ..................................................................................................................................1.0-1
2.0 COMMENTS AND RESPONSES.......................................,.................................................................2.0-1
3.0 REVISIONS TO THE DRAFT EIR.............................................................................................;..........3.0-1
4.0 MITIGATION MONITORING AND REPORTING PROGRAM ....................................................4.0-1
5.0 PREP ARERS ........................... ........ ...... ... ............... ......... ....... ................. ................. ........ ......... ... ...........5.0-1
Impact Sciences, Inc.
868-01
494 Forbes Blvd. Office/R&D Project Final EIR
August 2007
1.0 INTRODUCTION
1,1 OVERVIEW
This Final Environmental Impact Report (Final EIR) has been prepared for the
494 Forbes Boulevard Office/R&D project pursuant to the California
Environmental Quality Act (CEQA) as amended (commencing with Section
21000 of the California Public Resources Code), and the CEQA Guidelines. The
Lead Agency for the project, as defined by CEQA, is the City of South San
Francisco.
The Final EIR comprises the Draft EIR which was circulated for public and
agency review from April 24 through June 8, 2007 and this response to comments
document which provides responses to comments submitted by government
agencies, organizations, and individuals on the Draft EIR. This response to
comments document includes copies of all written comments received within the
45-day public review period following publication of the Draft EIR, and provides
responses to those comments. In some cases, the responses have also resulted in
revisions to the Draft EIR, and all such changes are presented in this document.
As required by CEQA, this document addresses those comments received during
the public review period that raise environmental issues.
The EIR (which is comprised of the Draft EIR and the Final EIR) is intended to be
certified as a complete and thorough record of the environmental impacts of the
proposed project by the City of South San Francisco. Certification of the EIR as
adequate and complete must take place prior to any formal city action on the
proposed project. Certification of the EIR does not equate to approval of the
project.
1.2 PROPOSED PROJECT
The proposed project would develop an Office/R&D complex on approximately
7.48 acres of land in the East of 101 Area. The project site is located within the
Planned Industrial Zone District (P-I) and therefore, would not require any
changes to the existing R&D Overlay District. Additionally, the site is situated
within the "Business and Technology Park" General Plan Land Use designation
which supports Office/R&D projects.
Impact Sciences, Inc.
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494 Forbes Blvd. Office/R&D Project Final EIR
August 2007
1.0 Introduction
Project elements would include two five-story buildings totaling 326,020 square
feet, 1,036 on-site parking spaces at grade and within a three-story parking
structure, and ornamental landscaping.
The proposed project will require approval of a Use Permit by the City of South
San Francisco. The project will also require Design Review Board approval,
adoption of a Transportation Demand Management (TOM) Program, approval
for on-site flood control design by the City of South San Francisco, and an
application to the State Water Resources Control Board for coverage under the
General Permit for discharges of Storm Water associated with Construction
Activity.
1,3 ORGANIZATION OF THE FINAL EIR
The Final ElR is organized as follows.
Section 1, Introduction: Presents background information on the project and
environmental review process.
Section 2. Comments and Responses: Presents responses to all comments
submitted on the Draft EIR.
Section 3. Revisions to the Draft EIR: Presents revisions to the Draft EIR based
on responses to comments submitted on the Draft EIR.
Section 4, Mitigation Monitoring and Reporting Program.: Presents the strategy
for monitoring and verifying the method of mitigation implementation.
Section 5. Preparers: Lists the persons who prepared the Responses and Final
ElR.
These sections, in conjunction with the Draft EIR, combine to form a complete
Final ElR.
Impact Sciences, Inc.
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494 Forbes Blvd. Office/R&D Project Final EIR
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2.0 COMMENTS AND RESPONSES
2,1 FORMAT OF COMMENTS AND RESPONSES
This section presents responses to the comments that were received on the Draft
EIR during the review period. Responses are provided for those comments that
address the environmental effects of the proposed project. Responses are
generally not provided ("Comment acknowledged") to comments that state
opinions about the overall merit of the project or comments about the project
description, unless a specific environmental issue is raised within the context of
the specific comment. Those comments are most appropriately addressed in the
staff report forwarded to the decision makers for consideration at a public
hearing.
Four (4) comment letters were received concerning the Draft EIR for the
proposed project. The Planning Commission also provided comments during its
review of the Draft EIR on May 17, 2007. The comments received on the Draft
EIR have been grouped by agencies (A), the project applicant (P A), and Planning
Commission comments (PC) as listed below.
Agencies
Al California State Clearinghouse, June 11, 2007
A2 California Department of Transportation (Caltrans), June 7, 2007
A3 California Department of Transportation (Caltrans), June 19, 2007
Project Applicant
PAl Slough Estates USA, Inc., May 31, 2007
Planning Commission
PCI City of South San Francisco Planning Commission, May 17, 2007
Revisions to the Draft EIR that respond to comments on the Draft EIR are
presented in Section 3, Revisions to the Draft EIR.
Impact Sciences, Inc.
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494 Forbes Blvd. Office/R&D Project Final EIR
August 2007
Comment Letter A 1
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t'e OF CA\.\r\)~
STATE OF CALIFORNIA
GOVERNOR'S OFFICE ajPLANNING AND RESEARCH
STATE CLEARINGHOUSE AND PLANNING UNIT
CYNTHIA BRYANT
DIRECTOR
.R1J:CE1V/j] .
JUN D
1 2 2007
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ARNOLDSCHWARZENEGGER
GOVERNOR
June 11, 2007
Gerry Beaudin
City of South San Francisco
315 Maple Avenue
South San Francisco, CA 94080
Subject: 494 Forbes Boulevard OfficelR&D Project
SCH#: 2006092054
Dear Gerry Beaudin:
The State Clearinghouse submitted the above named Draft EIR to selected state agencies for review. On the .
enclosed Document Details Report please note that the Clearinghouse has listed the state agencies that
reviewed your document. The review period closed on June 8, 2007, and the comments from the
responding agency (ies) is (are) enclosed. If this comment package is not in order, please notify the State
Clearinghouse immediately. Please refer to the project's ten-digit State Clearinghouse number in future
correspondence so that we may respond promptly.
Please note that Section 21104(c) of the California Public Resources Code states that:
"A responsible or other public agency shall only make substantive;comments regarding those
activities involved in a project which are within an area of expertise of the agency or which are
required to be carried out or approved by the agency. Those comments shall be supported by
specific documentation."
These comments are forwarded for use in preparing your final environmental document. Should you need
more information or clarification of the enclosed comments, we recommend that you contact the
commenting agency directly.
This letter acknowledges that you have complied with the State Clearinghouse review requirements for draft
,",,,",onmental documents, pursumt to the CaIifomi. EnviIoumental Quality Act. Please contact the State Q]
Clearinghouse at (916) 445-0613 if you have any questions regarding the environmental review process.
Sincerely,
>~ ~z:;-
Terry Roberts
Director, State Clearinghouse
Enclosures.
cc: Resources Agency
1400 10th Street P.O. Box 3044 Sacramentol California 95812-3044
(916) 445-0613 FAX (916) 323.3018. www.opr.ca.gov
Document Details Report
State Clearinghouse Data Base
SCH#
Project Title
Lead Agency
2006092054
494 Forbes Boulevard Office/R&D Project
South San Francisco, City of
Type EIR Draft EIR
Description The proposed project involves the development of the project site with two new office/research and
development buildings, totaling 326,020 square feet. It is anticipated that full occupancy of the site
would occur by 2011. The project would provide parking for a total of 1,036 automobiles, including a
three-level parking garage, constructed at grade level. The parking garage would be a separate
structure located toward the southern end of the site, behind Building A.
The project wouid include both public and private landscaped areas throughout the site with plants and
design features appropriate for the climate, A mixture of ground cover, vines, shrubs, and trees would
be planted along the streets, buildings, sidewalks, and walkways, and in the private open spaces. A
water-conserving automatic irrigation system would be installed on the site, in accordance with the
requirements of the City of South San Francisco.
Lead Agency Contact
Name Gerry Beaudin
Agency City of South San Francisco
Phone (650) 877-8535
emall
Address 315 Maple Avenue
City South San Francisco
Fax
State CA Zip 94080
Project Location
County San Mateo
City South San Francisco
Region
Cross Streets Allerton Avenue
Parcel No. 111-001-07
Township Range
Section Base
Proximity to:
Highways 101,1-280,1-380
Airports SFO
Railways UPRR, Caltrain
Waterways San Francisco Bay
Schools Martin ES, Ails Souls Schools, Siebecker School, Roger Williams
Land Use Vacant
Z: Planned Industrial (PI)
Project Issues
AestheticNisual; Air Quality; Cumulative Effects; Drainage/Absorption; Geologic/Seismic; Growth
Inducing; Landuse; Noise; Public Services; Sewer Capacity; Soil Erosion/Compaction/Grading; Solid
Waste; Toxic/Hazardous; Traffic/Circulation; Water Quality; Water Supply
RevIewing
AgencIes
Resources Agency; Regional Water Quality Control Board, Region 2; Department of Parks and
Recreation; Native American Heritage Commission; Public Utilities Commission; Department of Fish
and Game, Region 3; Department of Water Resources; California Highway Patrol; Caltrans, District 4;
San Francisco Bay Conservation and Development Commission
Date ReceIved 04/24/2007
Start of Review 04/24/2007
End of Review 06/08/2007
2.0 Response to Comments
Al Terry Roberts
California State Clearinghouse
P,O, Box 997413
Sacramento, California 95899-7413
A1-1 The agency's comment is acknowledged.
Impact Sciences, Inc.
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494 Forbes Blvd. Office/R&D Project Final EIR
August 2007
TATE F ALIFORNIA BUSINESS TRANSPORTATI N AND HOUSlNG AGENCY
ARNOW SCHW ARZENEGGER Governor
Comment Letter A2
DEPARTMENT OF TRANSPORTATION
111 GRAND AVENUE
P. O. BOX 23660
OAKLAND, CA 94623-0660
PHONE (510) 286-5505
FAX (510) 286-5559
TTY (800) 735-2929
RECEIVED
JUN 1 1 2007
Flex your power!
Be energy efficient!
PLANNING DEPT..
June 7, 2007
SM101425
SM-101-21.4 - 23.20
SCH#2006092054
Mr. Gerry Beaudin
City of South San Francisco
Planning Department
315 Maple Avenue
South San Fra."1ciscO, CA 94080
Dear Mr. Beaudin:
FORBES OFFICEIR&D - DRAFT ENVIRONMENTAL IMPACT REPORT
Thank you for continuing to include the California Department of Transportation (Department)
in the environmental review process for the Forbes OfficelR & D project. The following
comments are based on the Draft Environmental Itl1pact Report (DEIR). Our previous comments
still apply and are incorporated here by reference... ....... -... .'
Highway Operations
1. Table 2.0-1, Mitigation Measure 4.8-4, page 2.0-18: The column Significance After
Mitigation is blank. Indicate what the significance after mitigation would be.
2. Table 2.0-1, Impact 4.8-5, page 2.0-19: Would both mitigation measures 4.8-5A and 4.8-
5B Significance After Mitigation be significant and unavoidable, or only mitigation
measure 4.8-5B?
3. Figure 4.8-2: Southbound (SB) US-101, the Airport Boulevard on-ramp near Oyster Point
Boulevard is missing from the figure. Please include.
4. Table 4.8-3, page 4.8-15: The Thresholds for Average Total Delay per Vehicle (seconds)
are transposed for Signalized and Unsignalized. Please correct.
5. US-101 Ramp Methodology, On-ramps, page 4.8-20: The stated capacity for on-ramps is
too high. Capacity on on-ramp would only be 1800-2000 vehicles per hour,
6. Mitigation Measure 4.8-6, page 4.8-60: Fair share fees should be cOI!tributed to ramp
metering project to offset1:l1is significant impact. - . .'. .. - .. . ;"
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"Caltrans improves mobility across California"
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Mr. Gerry Beaudin
June 7, 2007
Page 2
7. Synchro Analysis, Oyster Point and Northbound (NB) 101 on-ramp, 2015 With Project
Mitigated (Second NB land added), PM Peak Hour: This intersection is still LOS F.
Project trips are being added to the West Bound (WE) ramp movement and delay for this.
movement has increased compared to 2015 Without Project. This would not be adequate
mitigation for this project.
Traffic Forecasting
1. Traffic Impact Analysis with Mitigation Needed under 2025 Cumulative Conditions: The
Department believes there will be significant cumulative traffic impacts caused by the
Forbes Office and RJD project and several recently approved projects, including Lowe's,
Home Depot, Terrabay, and the Genetech Corporate Facilities Master Plan. The TIA
under Cumulative Conditions and associated mitigation measures are required
components of the CEQA document. The Department considers 2015 Conditions, a 10
year time frame, as an intermediate term. Analysis of Cumulative Conditions 20 - 30
years after Existing Conditions year is accepted as a long term time frame for cumulative
impact analysis. Year 2025 and 2030 would be accepted as long term frame for
cumulative impact analysis for this project. Please include long term and cumulative
conditions in the document and TIA.
2. Assumptions for growth rate 2015 Future Without Project Conditions: Page 4.8-25. What
is the reference "as documented in approved transportation studies" for using 0,5%
growth rate under 2015 Future Without Project Conditions between 2005 and 2015?
What is the growth rate and its underlying assumptions between 2015 and 2025?
3. Traffic diagram at each intersection: Please provide the AM and PM peak hour traffic
diagram for 2025 CumlJlative Conditions. This diagram should demonstrate traffic per
turning movement per intersection during peak hour.
Please feel free to call or email Sandra Finegan of my staff at (510) 622-1644 or
sandra [email protected] with any questions regarding this letter.
Sincerely,
(~S~JL
District Branch Chief
IGRlCEQA
c: Ms. Terry Roberts, State Clearinghouse
"Caltrans improves mobility across California"
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2.0 Response to Comments
A2 Timothy Sable
California Department of Transportation
P,O. Box 23660
Oakland, California 94623-0660
A2-1 The level of significance has been added to Table 2,0-1 to indicate that Impact 4.8-4
would be less than significant with implementation of Mitigation Measure 4.8-4.
A2-2 Impact 4.8-5 would remain significant and unavoidable with implementation of only
Mitigation Measure 4.8-5A.
A2-3 Figure 4,8-2 has been revised to include the southbound on-ramp from Airport
Boulevard. The revised figure is presented in Section 3 Revisions to the Draft EIR
of this document.
A2-4 Table 4,8-3 has been revised to correct the transposition of Signalized and
Unsignalized under the table heading fI Average Total Delay per Vehicle (seconds)."
A2-5 The first paragraph on page 4.8-20 and rabIes 4,8-6 and 4.8-10 have been revised to
reflect reduced on-ramp capacities in accordance with Caltrans' direction.
A2-6 The City contacted C/CAG and confirmed that ramp metering is a Caltrans project
scheduled for fiscal year 2009/2010, and is currently funded 100% by Caltrans. No
additional fair share funding is required for this scheduled, fully-funded future ramp
project.
A2-7 Implementation of the proposed project would add traffic to Oyster Point and
Northbound (NB) 101 on-ramp intersection. As mitigation, the Draft EIR lists two
alternate improvements to address the impact at this location. The first
improvement, which involves widening the westbound Oyster Point Boulevard
approach to provide a second exclusive right turn lane, if implemented would
improve the intersection operations to an acceptable level. The second listed
improvement would bring the intersection back to, or just better than, the base case
operation. The City has determined that the first option will be implemented in
conjunction with the Genentech Master Plan Project. The project proponent would
pay the project's fair share of the cost of the improvement that is implemented at the
affected intersection and this fair share payment would adequately address the
project's impact at this location.
A2-8 It is the City's intent to update the East of Highway 101 Traffic Study to provide 2025
and 2030 conditions within the next two years. The update has been programmed
into the East of Highway 101 Traffic Impact Fee Program.
A2-9 The document referenced in the Draft EIR is the Genentech Master Environmental
Impact Report. The background growth rate of 0.5 percent (5.1 percent in total
between existing (2005) conditions and 2015) was applied to the existing traffic
volumes to account for the increase in through traffic along the freeway. Second, the
Impact Sciences, Inc.
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494 Forbes Blvd. Office/R&D Project Final EIR
August 2007
2.0 Response to Comments
A2-10
vehicle trips associated with all the approved projects in the East of 101 area of South
San Francisco were assigned to the freeway. These included the recently approved
Home Depot, Lowe's, and Terrabay projects, plus anticipated future developments in
office and biotechnology space in the area. Future with Project traffic volumes were
developed by adding the Project vehicle trips to the Future without Project traffic
volumes.
Please refer to the response to comment A2-8.
Impact Sciences, Inc.
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494 Forbes Blvd. Office/R&D Project Final EIR
August 2007
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To: STATECLEAAINGHOU At: 919163233018
STAn, OF CAUFQf{NllI 1~IIS!NESS TRANSl'ORTA TlON ANI;! HOUSING AmiNe"
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ARNOUl SL:HW MI.:lP..N iGGEll" UDVCIDllI'
Comment Letter A3
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DEPARTMENl OF TRANSPORTATION
III GRAND AVBN JE
P. Q. BOX 23660
OAKLAND. CA94~23-0660
PHONE (510) 286-3505
PAX (510) 286-555'
TTY (800) 735-292_'
FIIV )lou.r pllw~r!
lJI! eMrgy f.J]icll/nll
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June 19, 20Ll7
JUN 1 9 Z007
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e. SM-10l-2L4-23,20
SCH#2006092054
RE~l=IVED
Mr. Gerry Beaudin
City of Sout;l San Pr1lncisco
Planning Dc partment
315 Maple !.venue
South San Francisco, CA 94080
STATE CLEARING HOUSE
----1
Dear Mr. Bc Budin:
FORBES OFFICEIR&D - DRAFT ENVIRONMENTAL IMPACT REPORT
ADDITIO~AL COMMENTS'
Thank you 1 Jr continuing to include the California Department of Transportation (Department) i rl the
environmenal review process fOT the FOtbe~OfficeIR & D project. The following addit .onal
comments 8:e based on the Draft Environmental Impact Report (OEIR). Our previous comment: still
apply and w : incorporated here by reference.
T1'tJJJic
Mitigation Measure 4.B-5A: There are two mitigations for the same off.ramp at U,S,jlOl
Northbound Off-Ramp to East Grand Avenue/Executive Drive intCfSection. Is there a diffe:fence
. between a !l:cond off.ramp lane extension and a second off.ramp lane connection? Please ex)lain
and clari fy.
[2]
Fair Share: rhe DEIR mentioned that the project applicant shall be responsible for providing t. fair
share contri oution for the improvements listed in Mitigation Measures 4,8-4 and 4,8-SA. Ad kess
how the Ci:y of South San Francisco will mitigate the traffic impacts of this project and ~hers
approved in recent years on the intersections surrounding the U.S, 101 ramps.
~
Please fee free to call or email Sandra Finegan of my staff at (510) 622.164-i or
sandra fine an@dot,ca, ov with any questions regarding this letter,
c~-c~ j)
TIMOTHY t SABLE~
District Brll ~h Chief
IORlCEQA
c: Ms. Terry Roberts, State Clearinghouse
"CDlll'IJII& ImprtNU ,,,obi/I,,, ""'t"'.. C...lifumlll"
2.0 Response to Comments
A3 Timothy Sable
California Department of Transportation
P,O. Box 23660
Oakland, California 94623-0660
A3-1 Please refer to the response to comment A2-2.
A3-2 All projects located within the East of 101 Area shall pay their "fair share" of Traffic
Impact Fees. "Fair share" is based on the amount of peak hour trips generated by the
development. The Traffic Impact Fees are collected to fund the improvements and
will be updated by the end of 2007.
Impact Sciences, Inc.
868-01
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494 Forbes Blvd. OfJice/R&D Project Final EIR
August 2007
Comment Letter PA 1 I
sloughestates ..
international
Slough Estates USA Inc.
400 Oyster Point Boulevard, Suite 409
South San Francisco. California 94080
Jonathan M. Bergschneider
Senior Vice President - Development
Tel. +1 650 875.1002
Fax. +1 650 875.1003
VIA EMAIL AND US MAIL
www.sloughestates.com
May 31, 2007
Ms. Susy Kalkin
Principal Planner
CITY OF SOUTH SAN FRANCISCO
PLANNING DIVISION
315 Maple Avenue
South San Francisco, 94080
RE: FORMAL COMMENTS TO THE PUBLIC REVIEW DRAFT EIR
494 FORBES AVENUE, SOUTH SAN FRANCISCO, CALIFORNIA
Ms. Kalkin:
On behalf of the applicant, Slough Forbes, LLC, please fmd below formal comments to the Draft
Environmental Impact Report (EIR) for 494 Forbes Office/R&D Project.
Mitigation
Measure
4.2 - I
4.3 -3
4.4 - 4
Construction Emissions:
With regards to suspension of excavation and grading activities when sustained winds
exceed 25 mph, please clarify the term "sustained".
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Erosion Control Plan:
The mitigation measure states that the erosion control plan shall include "sediment
basin design calculations." The obligation is to conform to ABAG while leaving
incorporation of specific erosion control measures up to the engineer. We request the
phrase "with sediment basin design calculations" be removed from the mitigation
measure description.
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TEC Monitoring Well:
We will continue to provide TEC Accutite access to the project site to monitor
groundwater, provided that the San Mateo County Health Services Agency has not
already determined the well may be abandoned. However, we will request that the
Cabot property owner, Barthold Stelling Testementary Trust, move the location of the
monitoring well as it impedes construction of our parking garage.
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Head Office: 444 North Michigan Avenue, Suite 3230, Chicago, Illinois 60611 Tel. +1312755.0700 Fax. +1312755.0717
sloughestates ....
international
Ms. Susy Kalkin
May 18, 2007
Page 2
4.4 - 1
4.5-2
4.5 -3
4.5-4
4.5-6
Contaminated Soil or Groundwater:
Please confIrm that this mitigation measure should be interpreted to mean that our
project environmental engineer/scientist will determine if any discovered materials
pose a signifIcant risk to the public or construction workers so that the project can
respond accordingly.
Oil/W ater Separator:
The description of this mitigation measure states that an oil/water separator should be
installed on site "to remove oils and heavy particulates from stormwater, prior to
draining to the sanitary sewer." Reference to "sanitary sewer" appears to be a typo,
since our site drainage system does not discharge to the sanitary sewer. Please
clarify. Was this measure intended for the parking garage?
Alternative Drainage Solutions:
This mitigation measure indicates that alternative drainage solutions shall include
ponds. We assume this should be interpreted to mean that "potential alternative
drainage solutions may include... ponds." The site plan has been approved and
currently does not include a pond. Locating a pond on site would adversely affect the
City's existing requirements of open usable green space an~ a balance between
surface parking and the size of the parking structure.
Rooftop Rainwater Retention:
We assume this mitigation measure should be interpreted to mean that trace rooftop
and downspout retention should be accounted for in C3.0 calculations. However, if
this mitigation contemplates implementing a dedicated rooftop retention facility, or
creating mechanisms to hold back roof rainwater, such schemes are not feasible due
to structural and spatial limitations. Rooftop real estate is required for HV AC
equipment for both laboratory and office uses. Please revise the mitigation to read
"The project applicant may incorporate rooftop or downspout retention. .."
Sump at Truck Docks:
Please clarify how the required capacity of the sump is determined.
Registered Office 234 Bath Road Slough SL 1 4EE Registered Number 167591 England
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Ms. Susy Kalkin
May 18,2007
Page 3
Transportation and Circulation: General Comments
Please explain the considerable discrepancy between trip generation rates used for
494 Forbes (Table 4.8-12) and those used to calculate impacts from the Genentech
Campuses (Genentech Corporate Facilities Master EIR, Table 4.7-11). The trip
generation rates used for 494 Forbes are double the rates used for AM inbound and
PM outbound office use for Genentech. These discrepancies in trip generation rates
translate into larger impacts attributed to 494 Forbes at each of the intersections and
ramps analyzed compared to the same R&D area from Genentech. As a result, 494 --g"l
Forbes would be unduly taxed with disproportionately higher fair share costs. --1
Preliminary fair share cost percentages for 494 Forbes are inconsistent with the ratio
between its building area and the total future developed area anticipated at year 2015
(Genentech EIR Table 5-1), which should be a conservative comparison given the
distribution of anticipated uses.
For traffic mitigations requiring a fair share contribution, the applicant's fair share
shall be calculated using the ratio of its incremental increase in trips to the
intersection or ramp to the total increase in trips from 2007 to 2015.
4.8-2
Fair Share Contributions to Various Traffic Improvements:
Although the applicant is only responsible for contributing its fair share towards the
cost of these improvements, this mitigation requires that improvements be completed
prior to occupancy of the applicant's buildings. The applicant has no control over ~
when these improvements will actually be constructed and therefore tenancy of its
buildings should not be tied to this condition. The applicant requests the mitigation
require that the applicant's fair share contribution be paid prior to the project's full
occupancy. --.J
Intersection #1- Oyster Point BlvdlDubuque Ave./US101 NB on-ramp
Mitigation Measure: Widen WE Oyster Point Blvd. approach to provide a second
exclusive right turn lane; OR widen NB Dubuque Ave. approach to provide two ~
exclusive left turn lanes, one through lane and two exclusive right turn lanes.
Registered Office 234 8ath Road Slough SL 1 4EE Registered Number 167591 England
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sloughe"tes ..
i nt ern a t ion a I
Ms. Susy Kalkin
May 18, 2007
Page 4
The Genentech EIR suggests restriping and shifting the concrete median rather than
widening Oyster Point Blvd. Why was this not a mitigation option for 494 Forbes?
Please confIrm that "widening" Oyster Point Blvd consists of restriping to create a
second right turn lane, as opposed to widening the elevated deck? Per the trip
distribution for the project (Fig. 4.8-9), there are no trips from 494 Forbes assigned to
the Dubuque improvement. Please explain how the project is responsible for this
mitigation.
Intersection #5 - East Grand Ave./Forbes Blvd./Harbor Way rrn
Mitigation Measure: Widen EB East Grand Ave. approach to provide an exclusive L..:J
right turn lane.
Per the trip distribution values for the project (Fig. 4.8-9), there are no trips from 494
Forbes assigned to the EB right turn movement. Please explain how the projectis
responsible for this mitigation measure.
Intersection #6 - Airport Blvd./San Mateo A ve./Produce Ave.
Mitigation Measure: Reconfigure the Produce Ave. intersection leg to provide third
SB departure lane.
Please confirm that this mitigation will receive the additional WB Airport left turn
lane. Please explain "reconfigure". Does this include relocation of traffIc signals or
widening?
4.8-3
TraffIc Improvements at East Grand and Allerton Avenue:
Similar to our comments for 4.8-2, we request this mitigation require that the
applicant's fair share contribution be paid prior to the project's full occupancy.
~
4.8-5
Ramp Improvements:
The fIrst and third improvements described in this mitigation measure appear to be
the same. Please clarify.
~
Registered Office 234 Bath Road Slough SL 1 4EE Registered Number 167591 England
IE-
sougle iii
international
Ms. Susy Kalkin
May 18, 2007
Page 5
4.8-7
Traffic Improvements at Proiect Frontage:
We request this mitigation require that the described improvements be completed
prior to the project's full occupancy. Secondly, the project's northerly driveway must
maintain access for outbound traffic as it serves the truck dock to Building B.
~
4.8- 8
Sidewalks:
We request this mitigation measure be modified to eliminate the requirement to
provide a sidewalk along Allerton Avenue, as this is included in the project. The
project will add an internal walkway to the Allerton Avenue sidewalk.
~
4.9-1
Water Conservation:
This mitigation measure is written to prescribe that the project shall implement a gray
water irrigation system. We assume that this was intended to describe that a potential
water conservation method could be the use of a gray water irrigation system. Please
clarify .
~
Please let me know if you need any clarification on these comments. Thank you.
Sincerely,
SLOUGH ESTATES USA lNc,
~.L.t
Jonathan M. Bergschneider
CC: Tom Gilman, DES
Jeff Peterson, Wilsey Ham
David Bowden, HDCCo
JeffMarcowitz, Diane Smith, PMA
Registered Office 234 Bath Road Slough SL 1 4EE Registered Number 167591 England
2.0 Response to Comments
PAl Jonathon M, Bergschneider
Slough Estates USA, Inc,
400 Oyster Point Boulevard, Suite 409
South San Francisco, California 94080
PA1-1
P Al-2
PAl-3
P Al-4
P Al-5
PAl-6
PAl-7
P Al-8
The Bay Area Air Quality Management District has not provided a definition of the
term "sustained" in its CEQA Guidelines. This mitigation measure shall be
interpreted to mean that if winds exceed 25 miles per hour and there is a visible dust
cloud or plume at the edge of the project site, at that point grading and other earth
moving or disturbing activities shall be suspended.
The Erosion Control Plan shall comply with accepted Best Management Practices and
shall be designed by a registered civil engineer approved by the City to design
erosion control plans.
The monitoring well may be relocated, subject to approval of the San Mateo County
Health Services Agency, insofar as the relocated well allows the same level of
monitoring as the existing location. Text has been added to Mitigation Measure 4.4-5
to allow for the relocation of the monitoring well.
The comment correctly interprets Mitigation Measure 4.4-1's intent and
implementation.
Mitigation Measure 4.5-2 has been revised to state that the water from the separator
will drain into the City's storm water drainage system. The mitigation measure is
intended for all parking areas (outdoor parking and parking garage) that will drain
to the storm water drainage system.
The language of Mitigation Measure 4.5-3 states that alternative drainage solutions
shall be installed "where feasible." The language of the measure is permissive and
does not mandate the construction and maintenance of a pond if not feasible.
The intent of Mitigation Measure 4.5-4 is to require the applicant to design a storm
water detention/retention system to retain excess storm water runoff beyond
predevelopment levels. Excess runoff conveyed from building rooftops via down-
sprouts may be infiltrated on site or retained in underground storm water vaults in
case rooftop retention is not possible. The text of Mitigation Measure 4.5-4 has been
revised to allow for the project to meet this requirement without necessarily
providing rooftop retention.
To calculate potential spills within truck dock sumps, the applicant's design engineer
is to use the maximum allowable truck capacity to be allowed on site to determine
the largest possible spill. Multiple trucks at a dock should be included in the
maximum capacity calculations, With regard to rainfall drainage issues, the capacity
Impact Sciences, Inc.
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2.0 Response to Comments
PAl-9
PA1-10
PA1-11
P A1-12
PAl-13
PAl-14
P Al-15
PAl-16
of the sump is to be determined by utilizing a 10-year storm event with as-minute
time concentration to be pumped out.
Trip rates for new Genentech activities utilized in the Genentech Corporate Facilities
Master EIR were based upon trip generation surveys .of existing activities on the
Genentech campus. Because specific uses for the 494 Forbes project are unknown at
this time, the most conservative trip rates for potential activities (i.e. for offices) were
utilized to provide a conservative analysis.
The applicant will be required to pay the project's fair share towards the cost of
constructing various traffic improvements at the time the Certificate of Use and
Occupancy for the buildings is issued.
The recommendation to widen the westbound Oyster Point intersection approach to
provide a second right turn lane rather than restriping and shifting the concrete
median was made because there is not enough median width or overall width of
Oyster Point Boulevard in order to complete this mitigation without widening. The
measure suggested in the Genentech EIR to restripe and narrow the median has been
rejected by City Public Works staff.
Widening the Dubuque Avenue leg of the intersection was suggested as an
alternative mitigation to providing a second westbound right turn lane on Oyster
Point Boulevard because it also reduces the project impact to a less than significant
level. Measures are not always recommended because they will be implemented on
an intersection leg accommodating project traffic, but rather because they achieve the
overall goal of reducing the project's impact to a less than significant level, possibly
for a lower cost than a mitigation on an intersection leg used by project traffic.
The applicant will be required to pay the project's fair share towards the cost of
constructing various traffic improvements at the time the Certificate of Use and
Occupancy for the buildings is issued.
Mitigation Measure 4.8-5A has been revised to delete the second citation for U.S. 101
Northbound Off-Ramp to East Grand Avenue/Executive Drive Intersection.
The improvements outlined in Mitigation Measure 4.8-7 shall be completed prior to
the issuance of a Certificate of Use and Occupancy for the buildings. Please note that
outbound movements from the project's northerly driveway have limited sight lines
to the north to see southbound Allerton Avenue traffic. Therefore, the City will
allow outbound movements from this driveway as right turns only
The improvements identified in. Mitigation Measure 4.8-8 shall be completed as
outlined in the Draft EIR'
The project will be required to comply with all current and future recycled water
requirements. Currently, there is no delivery system for recycled water in place. The
applicant may install a recycled water infrastructure now to reduce future costs
associated with connections to any future systems.
Impact Sciences, Inc.
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August 2007
2.0 Response to Comments
Planning Commission Comments, May 17, 2007
The Planning Commission conducted a study session for the proposed project on May 17, 2007.
During the course of the Commission's session, a number of questions concerning the proposed
project were raised:
PC1-1
How long will it take to drive from the site to Highway 101?
PCl-2
How much traffic from East of U.S. 101 will make it into South San Francisco west of
U.S.101?
PCl-3
Follow-up on/note the staggered work hours (per Mr. Monfreddini's comments).
PCl-4
Follow-up on/note ancillary services (per Mr. Monfreddini's comments).
Impact Sciences, Inc.
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August 2007
2.0 Response to Comments
PC1 City of South San Francisco Planning Commission
Meeting of May 17, 2007
PC1-1
PCl-2
Results are presented below of six travel time runs during the PM commute peak
hour between the project site and the Oyster Point interchange. Also presented are
projections of the increased travel times drivers would expect by 2015 for the same
trip with no new intersection mitigations and then with proposed mitigations.
Increased travel times were projected using the increases in average delay expected
at all intersections along the route (as presented in the EIR) along with some
additional travel time expected between intersections. The routing was Forbes
Boulevard/Eccles Avenue/Oyster Point Boulevard. From a distance standpoint, this is
a longer route than Forbes/Gull/Oyster Point. However, by observation, there is so
much Genentech traffic using Gull Road to Reach Oyster Point Boulevard during the
PM commute (which occasionally backs up much of the distance from Oyster Point
to Forbes), that the travel time by this route should be slower than the lightly used
(but longer) Eccles Avenue route.
Travel Time Surveys, Wednesday, May 30, 2007
Start Point:F orbes/ Atherton Intersection
End Point: Turning to U.s. 101 northbound on-ramp at Oyster
Point/Dubuque intersection
Route: Forbes/Eccles/Oyster Point
Travel Time (in seconds)
255
245
260
255
350
310
Start Time
4:27 PM
4:39 PM
4:50 PM
5:03 PM
5:13 PM
5:29 PM
Run No.
1
2
3
4
5
6
Average travel time =
Maximum travel time =
280 seconds (4 min 40 see)
350 seconds (5 min 50 see)
Travel time by 2015
mitigations:
Average travel time =
with projected East of 101 development and no
11 min 40 sec
Travel time by 2015 with projected East of 101 development and proposed
maximum intersection mitigations:
Average travel time = 9 min 30 sec
Based upon previous surveys of East of 101 employee traffic routings, about 3
percent of project traffic would be expected to travel to downtown South San
Francisco, with another 8 percent passing through the central area to/from Daly City
and western South San Francisco via Sister Cities Boulevard or East Grand Avenue.
Impact Sciences, Inc.
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2.0-9
2.0 Response to Comments
PCl-3
PCl-4
The City of South San Francisco's Transportation Demand Management (TOM)
regulations are a requirement of the proposed project. The TOM plan addresses
staggered work hours as well as other methods to reduce AM and PM peak period
traffic.
Ancillary services, such as food service, are being provided within larger campus
type developments in the East of 101 area. These ancillary services are one of several
methods being used to reduce vehicle trips.
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3.0 REVISIONS TO THE DRAFT EIR
3,1 INTRODUCTION
In response to comments on the Draft EIR during the 45-day public reVIew
period, the following revisions to the text of the Draft EIR have been made.
Additions are shown as underlined text, and deletions are shown as
strikethrough text.
3,2 REVISIONS TO THE DRAFT EIR
The following revisions have been made to the text of Table 2,0-1, Executive
Summary, The same changes apply to the corresponding text in the body of the
Draft ElR.
Table 2,0-1, Mitigation Measure 4,4-5. The mitigation measure has been revised
to allow for the relocation of the on-site monitoring well.
Mitigation Measure 4.4-5: The applicant shall continue to provide TEC Accutite
access to the project site to monitor groundwater at monitoring well MW-12, as
required by the SMCHSA. Access to the monitoring well shall be provided until the
SMCHSA has determined that the monitoring well is no longer required. All
monitoring shall be conducted according to SMCHSA guidelines. The applicant may
relocate the monitoring welL subject to approval of the San Mateo County Health
Services Agency, insofar as the relocated well allows the same level of monitoring as
the existing location.
Table 2,0-1, Mitigation Measure 4.5-2. Mitigation Measure 4.5-2 has been
revised to state that water from the storm drain interceptor will drain to the
City's storm water drainage system.
Mitigation Measure 4,5-2: The project applicant shall install a storm drain interceptor
(also known as an oil/water or oil/grit separator) on site to remove oils and heavy
particulates from stormwater, prior to draining to the sanitary sewer storm water
drainage system. Appropriate sizing of the Unit relative to the impervious surface
drainage area is important and shall be taken into consideration when choosing the
interceptor Unit model and size.
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494 Forbes Blvd. Offtce/R&D Project Final EIR
August 2007
3.0 Revisions to the Draft EIR
Table 2,0-1, Mitigation Measure 4.5-4, Mitigation Measure 4.5-4 has been
revised to delete reference to rooftop retention as rooftop retention is not
feasible. Downsprout retention is an adequate mitigation measure.
Mitigation Measure 4.5-4: The project applicant shall incorporate rooftop or
downsprout retention into all building plans.
Table 2,0-1, Mitigation Measure 4,8-2, The text of the mitigation measure has
been revised to indicate that the fair share payment will be paid by the applicant
prior to the issuance of a Use and Occupancy Permit.
Mitigation Measure 4,8-2. The project applicant shall be responsible for providing a
fair share contribution for the following intersection improvements (with exception of
the Forbes Boulevard/ Allerton Avenue all way stop which would be implemented
solely by the applicant). These impro'lemcnts shall be completed prior to occupancy.
The full fair share payment shall be paid by the applicant prior to issuance of the Use
and OccupanQ' permit by the City.
Table 2,0-1, Mitigation Measure 4,8-3. The text of the mitigation measure has
been revised to indicate that the fair share payment will be paid by the applicant
prior to the issuance of a Use and Occupancy Permit.
Mitigation Measure 4.8-3, The project applicant shall be responsible for providing a
fair share contribution for the following intersection improvements +ftese
irnpro',emems shall be completed prior to fu-ll ocrupancy. The full fair share
payment shall be paid by the applicant prior to issuance of the Use and OccupanQ'
permit by the City.
Table 2,0-1, Impact 4,8-4, The level of significance for this impact after mitigation
has been added. It is identified as Less than Significant.
Table 2,0-1, Mitigation Measure 4,8-SA, The erroneously repeated text in this
mitigation measure has been deleted.
Mitigation Measure 4,8-5A: The project applicant shall be responsible for
providing a fair share contribution for the following improvements.
. U.S. 101 Northbound Off-Ramp to East Grand Avenue/Executive Drive
Intersection
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3.0 Revisions to the Draft EIR
Provide a second off-ramp lane extending to the freeway mainline.
. U.s.101 Northbound Off-Ramp to South Airport Boulevard/Wondercolor Lane
Intersection
Provide a second off-ramp lane connection to the U.S. 101 freeway
mainline.
. U.S. 101 Northbound Off Ramp to East erand .^.'1cnue/E)(ccutivc Dri'lc
Intcrsection
rro'/idc a second off ramp lanc connection to thc U.s. 101 frcc'N'oy
mainline.
. U.S. 101 Northbound On-Ramp from Oyster Point Boulevard/Dubuque Avenue
Intersection
Provide a second on-ramp lane to the U.S. 101 freeway.
Page 4.8-6, Figure 4,8-2, Figure 4.8-2 has been revised to include the southbound
on-ramp from Airport Boulevard.
Page 4,8-15, Table 4,8-3. Table 4.8-3 has been revised to correct the transposition
of Signalized and Unsignalized under the table heading "Average Total Delay
per Vehicle (seconds)."
Table 4.8-3
Intersection Level of Service Definitions
A
B
C
D
E
F
Little or no delay
Short traffic delay
Average traffic delay
Long traffic delay
Very long traffic delay
Extreme traffic delay
!A.vel'<t,geWotalfE)eIayiFer'!;VehiCleifsecondS)
Sigillllii'lea[JIiSignaIiiea.'U:Rs~am.e.Q....signiili.zed
~ 10.0 ~ 10.0
> 10.0 and ~ 15.0 > 10.0 and ~ 20.0
> 15.0 and ~ 25.0 > 20.0 and ~ 35.0
> 25.0 and ~ 35.0 > 35.01 and ~ 50.0
> 35.0 and ~ 50.0 > 55.0 and ~ 80.0
> 50.0 >80.0
Source: 2000 Highway Capacity Manual, Transportation Research Board
Pages 4.8-20 through 4,8-34, The capacity of single-lane diamond on-ramps has
been revised to 2,000 vehicles per hour. The capacity of single-lane button hook
or curving on-ramps has been revised to 1,800 vehicles per hour. Several
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3.0 Revisions to the Draft EIR
revisions throughout Section 4.8 of the Draft EIR have been made to reflect this,
as noted below:
Page 4,8-20, On-Ramps
On-ramp operation has been evaluated using planning-level methodology contained
in HCM 2000. Capacity is dependent upon the free-flow speed of on- ramp traffic. For
single-lane diamond on-ramps with higher speeds, capacity has been set at ~ 2.000
vehicles per hour. For single-lane button hook or curving on- ramps, capacity has been
set at ~ 1,800 vehicles per hour.
Page 4,8-22, Table 4,8-6
Table 4.8-6
Existing On-Ramp Capacity and Volumes
SB On-Ramp from Dubuque Ave. ~ 1.800 653 ~ 1.800 1,118
SB On-Ramp from Produce Ave. 3,000.... 958 3,000.... 1,880
NB On-Ramp from S. Airport ~ 1.800 291 ~ 1,800 498
Blvd./Wondercolor Lane
NB On-Ramp from Grand Ave. 1.800 512 1.800 682
NB On-Ramp from Oyster Point 2.000 632 2,000 1.235
Blvd./Dubuque Ave Existing & 2015 Base Case + Project Volumes = Korve Engineering
Year 2015 Base Case Volumes = Crane Transportation Group
* Planning level capacity: Year 2000 Highwml Capacity Manual. TRB Report 209
** Produce Avenue on-ramp has two travel lanes. One on-ramp lane merges to the freewml mainline. while the other on-ramp
continues as an auxilianllane to the 1-380 off-ramp.
Compiled by: Crane Transportation Group
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,.
~
"-
o
-e
~
B.. NOT TO SCALE
Oster point Blvd
~
'<(
:Q
.!!,l
~
::i
REVISED FIGURE 4.8-2
SOURCE: Crane Transportation Group - June 2007
Roadway System Map
~
868-001 -07/07
3.0 Revisions to the Draft ErR
Page 4,8-34, Table 4,8-10
Table 4,8-10
Future Without Project On-Ramp Capacity and Volumes
SB On-Ramp from Dubuque ~ 1.800 816 ~ 1.800 1,793
SB On-Ramp from Produce Ave. 3,000** 1,124 3;000** 2,739
NB On-Ramp from S. Airport ~ 1.800 296 ~ 1.800 498
Blvd./Wondercolor Lane
NB On-Ramp from Grand Ave. ;moo 1.800 607 ~ 1.800 1,144
NB On-Ramp from Oyster Point ~ 2,000 886 ~ 2,000 2,211
Blvd./Dubuque Ave.
Page 4,8-58, Mitigation Measure 4,8-5A, The erroneously repeated text in this
mitigation measure has been deleted.
Mitigation Measure 4.8-5A: The project applicant shall be responsible for
providing a fair share contribution for the following improvements.
. U.S. 101 Northbound Off-Ramp to East Grand Avenue/Executive Drive
Intersection
Provide a second off-ramp lane extending to the freeway mainline.
. U.S.101 Northbound Off-Ramp to South Airport BoulevardlWondercolor Lane
Intersection
Provide a second off-ramp lane connection to the U.S. 101 freeway
mainline.
. U.S. 101 Northbound Off Ramp to East Crand .^.venue!E~tCC1:1tiYe Drive
Intemeetion
Pro'lide a seeenS off ramp lane conneetion to the U.S. 101 freeway
mainlii.le.
. U.S. 101 Northbound On-Ramp from Oyster Point Boulevard/Dubuque Avenue
Intersection
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3.0 Revisions to the Draft EIR
Provide a second on-ramp lane to the U.S. 101 freeway.
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4.0 MITIGATION MONITORING AND REPORTING
PROGRAM
This Mitigation Monitoring and Reporting Program (MMRP) has been prepared
in conformance with Section 21081.6 of the California Environmental Quality
Act. It presents the mitigation, monitoring, and reporting process for the
proposed project and the role of the City of South San Francisco in ensuring the
effective implementation of mitigation to reduce or eliminate significant impacts.
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5.0 PREP ARERS
A. LIST OF PREPARERS
South San Francisco Planning Department (Lead Agency)
315 Maple Avenue
City of South San Francisco, California 94080
Mr. Girard H. Beaudin, Associate Planner
Impact Sciences, Inc.
2101 Webster Street, Suite 1825
Oakland, California 94612
Shabnam Barati, Principal-in-Charge
Dain Anderson, Associate Principal
Michelle Knudson, Staff Planner
Lisa Cuoco, Publications Coordinator
Crane Transportation Group
Engineers and Planners
545 Burnett Avenue, Suite 101
San Francisco, California 94131
Mark Crane, Managing Principal
Impact Sciences, Inc.
868..()1
5.0-1
494 Forbes Blvd. Office/R&D Project Final EIR
August 2007