Planning & Design Meetings 2/16/2010 - MinutesGunn High School Master Plan 1 ESA / 209002
Initial Study September 2009
GUNN HIGH SCHOOL MASTER PLAN
Initial Study and Environmental Checklist Form California Environmental Quality Act (CEQA)
1. Project Title: Gunn High School Master Plan
2. Lead Agency Name and Address: Palo Alto Unified School District
25 Churchill Avenue, Building D
Palo Alto, CA 94306
3. Contact Person and Phone Number: Tom Hodges, Program Director
Telephone: (650) 329-3972
E-Mail: thodges@pausd.org
4. Project Location: 780 Arastradero Road
Palo Alto, CA 94306
5. Santa Clara County Assessor’s Parcel Number: 142-17-032
6. Project Sponsor’s Name and Address: Palo Alto Unified School District
25 Churchill Avenue
Building D
Palo Alto, CA 94306
7. General Plan Designation: School District Lands
8. Zoning: PF – Public Facilities
9. Description of Project: The proposed project includes construction of new buildings,
renovation of existing structures, and other site improvements as part of the Master Plan for
the Gunn High School. See Project Description, below, for details of the Master Plan.
10. Surrounding Land Uses and Setting: The project site is within an urban area in the City of
Palo Alto. Existing adjacent land uses include residential areas on the north and east, Alta
Mesa Cemetery on the south, and the Veterans Affairs (VA) Palo Alto Health Care Systems
campus on the west.
11. Other public agencies whose approval is required (e.g., permits, financing approval, or
participation agreement): During the Site Improvements, the project may require an
encroachment permit from the City of Palo Alto for construction within Arastradero Road. A
permit will also be required from the Bay Area Air Quality Management District
(BAAQMD) for demolition of existing structures.
Initial Study
Gunn High School Master Plan 3 ESA / 209002
Initial Study September 2009
Project Description
Background
The Palo Alto Unified School District (PAUSD or District) was founded in 1893. The District
includes the City of Palo Alto, Stanford University, and areas of Los Altos Hills, Palo Alto Hills,
and Portola Valley within its attendance area. See Figure 1 for attendance boundaries. The
PAUSD consists of twelve elementary schools (grades K-5), three middle schools (6-8), and two
high schools (9-12). In addition, the District operates a pre-school, Young Fives program, a self-
supporting Adult School, the Hospital School at Stanford’s Lucille Packard Children’s Hospital,
and summer school. The total District enrollment for the 2008/2009 school year was
approximately 11,430 students.
Gunn High School is located at 780 Arastradero Rd in Palo Alto and has an existing student
capacity of 1,950. Enrollment at Gunn has steadily increased over the last ten years from 1,508
students in the 1998/1999 school year to 1,917 for the current (2008/2009) school year. The
school employs approximately 135 certified staff and administrative staff. The projected capacity
of Gunn High School at completion of the proposed improvements in 2018 would be 2,300
students, an increase of approximately 18 percent.
Long Range Facilities Master Plan / Measure A
In January 2006, PAUSD staff presented to the Board of Education a School Site Status Report
that provided an assessment of the improvements made to District facilities during the Building
for Excellence Program and outlined the future needs of the PAUSD.1 The Board authorized staff
to prepare a 20-year facilities master plan that would identify facilities needs that were not funded
by the Building for Excellence Program and outline a growth strategy to accommodate projected
increases in enrollment.
The Long Range Facilities Master Plan (LRFMP) is a conceptual document that was presented to
the Board in April 2007. The LRFMP includes and implementation plan for capital
improvements, planned maintenance, and equipment and furnishing needs over the next twenty
years. This document also incorporates current codes and principles from the Collaborative for
High Performance Schools (CHPS).2 These standards incorporate the latest green building
practices to reduce operating costs through sustainable and energy efficient design, reduce
environmental impact, and increase building life, while creating schools that are healthy and
comfortable for students and staff.
1 “Building for Excellence” was a 1995 tax measure that funds upgrading school facilities and some technology
items, such as computers.
2 The Collaborative for High Performance Schools (CHPS) is the United States’ first green building rating program
especially designed for K-12 schools. CHPS provides information and resources to schools in order to facilitate the
construction and operation of high performance institutions. A high performance school is energy and resource
efficient as well as healthy, comfortable, well lit, and containing the amenities for a quality education.
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FELTLAKEHigh School Attendance Areas
Palo Alto Unified School District
I280
Lapkoff & Gobalet Demographic Research, Inc. 6/2007www.Demographers.com
HAMILTONAVE
Richard W. LymanGraduate Residencesplus Santa Teresa Lanehomes assigned to Palo Alto HS
Gunn High School Master Plan . 209002
Figure 1
High School Attendance Boundaries,
Palo Alto Unified School District
SOURCE: Lapkoff & Gobalet Demographic Research, Inc.
Initial Study
Gunn High School Master Plan 5 ESA / 209002
Initial Study September 2009
On June 3, 2008, voters in the District approved a $378 million bond issue, Measure A (Palo Alto
School Modernization and Expansion Bond of 2008), that would provide funding to implement
the LRFMP.
The proposed project, the Gunn High School Master Plan (Master Plan) is a component of the
LRFMP. PAUSD, serving as Lead Agency under the California Environmental Quality Act
(CEQA), is completing the required environmental review of the Master Plan pursuant to CEQA,
prior to approval of the plan. In accordance with the CEQA Guidelines, PAUSD has prepared an
Initial Study to determine the potential environmental consequences of adoption and
implementation of the proposed Master Plan. This Initial Study provides the necessary
information to inform PAUSD, other responsible agencies, and the public of the nature of the
project and its potential effect on the environment.
Project Location and Existing Site Characteristics
Gunn High School was constructed in 1964 on an approximately 48-acre site (the project site)
northeast of the intersection of Arastradero Road and Foothill Expressway (see Figure 2).
Adjacent land uses include residential areas to the north and east, Alta Mesa Cemetery to the
south across Arastradero Road, and a Veterans Affairs hospital complex to the west.
The school is composed of 17 permanent buildings clustered on the southern portion of the campus.
These include the following: Administrative Building, Student Activities Building, cluster of four
buildings for language and social studies instruction, cluster of four buildings for math and science
instruction, Resource Materials Building, Music Building, Art Building, Spangenberg Auditorium,
Business Education and Home Economics Building, Industrial Arts Building, and Gymnasium. The
original buildings were constructed in 1964, with a new Library Building and Science facility added
in 2003. The architectural style features single-story structures (with the exception of the Gym and
Spangenberg Auditorium) with exterior wood siding, small window openings, and attached covered
walkways supported by concrete columns and mansard roofs. Most of the southern portion of the
campus is paved with trees and other landscaping interspersed between the buildings. All buildings,
with the exception of the interiors to the Gym, Spangenberg Auditorium, Administration, and the
old Library Building were, fully renovated under the Building for Excellence Program. The campus
also includes approximately 26 relocatable classrooms.
Recreational facilities are located primarily on the northern section of the campus and include a
gym, pool, football field, baseball and softball diamonds, athletic field, outdoor track, seven
tennis courts, and five basketball courts.
The main parking lot is located on the southeast portion of the site, with vehicular access off
Arastradero Road. The campus overall contains approximately 461 parking spaces.
The campus has several public easements including the Hetch-Hetchy water easement running
diagonally across the site in the east-west direction, as well as PG&E and sewer easements. In
addition, a Santa Clara Valley Water District retention basin is located north of the relocatable
classroom buildings.
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Gunn High School Master Plan . 209002
Figure 2
Project Location
SOURCE: ESA
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Initial Study
Gunn High School Master Plan 7 ESA / 209002
Initial Study September 2009
Proposed Improvements
The proposed project features construction of new buildings and other structures; renovation of
some existing buildings; utility and infrastructure improvements; open space and landscaping
enhancements; entry and courtyard upgrades; and pedestrian/bicycle/vehicular circulation
improvements.
Specific components of the proposed Master Plan improvements are summarized in Table 1,
below. Construction of individual projects on the campus would occur in groups or phases over
the time period of the Master Plan, with buildout targeted for 2017. Specific projects within each
project group would be constructed over the same general time period, but not necessarily
simultaneously. Locations of proposed projects are indicated on Figures 3 through 7.
Construction of a new Aquatics Center and renovation of the existing Industrial Arts building are
currently underway with completion anticipated during the summer and fall of 2009, respectively.
Renovations of existing buildings may include, but are not limited to, upgrades to electrical,
communication, water and wastewater systems; replacement or modification of heating and
cooling systems; lighting improvements; replacement of roofs; upgrade or addition of restrooms;
improvements to comply with the Americans with Disabilities Act (ADA) and California Title 24
requirements; and exterior improvements to walls, doors, and windows.
Group 1
Projects under the first group include construction of two new classroom buildings and a second
gymnasium. The new gym would be located just east of the pool, which would require
modifications to the tennis and basketball courts in this area. At buildout, Gunn would have eight
tennis and three basketball courts. The existing gym would be modernized with new equipment,
refinished floors, and other interior improvements. Proposed Classroom Building A would
include 28 classrooms, offices, conference room, and restrooms. This two-story building is
intended to replace the 28 relocatable classrooms currently located at this site (known as Titan
Village) and those located near the Miranda Street entrance to the campus. These relocatable
classrooms would be temporarily moved to the parking area adjacent to the tennis and basketball
courts. Classroom Building B would be a single-story structure with five classrooms for world
languages and program support as well as textbook storage. This phase would include an interim
improvement to the parking and drop-off areas that are designed to provide greater separation
between these two zones and provide easier access to the school during drop-off during
construction and while the relocatables are placed on the parking lot.
Group 2
Group 2 includes construction of a new Performing Arts Center to replace existing inadequate
facilities in Building M. This new building would be located adjacent to the existing Spangenberg
Theater in order to provide protected connection to the backstage access, greenrooms, and other
theater facilities. Spangenberg would be updated as well with new lighting, finishes, and other
interior improvements. Other projects during this phase would include modernization of the
existing math wing building to accommodate the Special Education program, which is currently
Initial Study
Gunn High School Master Plan 8 ESA / 209002
Initial Study September 2009
located in the Resource Center building. Two general laboratory classrooms and a connector to
the prep area
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Gunn High School Master Plan 9 ESA / 209002
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TABLE 1
MASTER PLAN PROJECT LIST
Phase Project Description Schedule/Timeline
Group 1 1a: Classroom Building A New two-story, 28-classroom building 2011 – 2012
1b: Classroom Building B New one-story, 6-classroom building
1c: Gymnasium New second gymnasium
1d: Existing Gymnasium Renovation of existing gymnasium
1e: Parking & Drop-Off Reconfiguration of parking and student drop-off
areas
1f: Utility & Infrastructure Miscellaneous utility and infrastructure
improvements
Group 2 2a: Performing Arts
Building New performing arts complex 2012 – 2014
2b: Campus Entry Entry and entry court improvements and
reconfiguration
2c: Spangenberg Theater Renovation of existing theater
2d: Special Education
Center Renovation of existing building
2e: Science Lab Two new classrooms
2f: Parking & Drop-Off Reconfiguration of parking and student drop-off areas
Group 3 3a: Spangenberg Theater Renovation of lobby and other areas TBD
3b: Amphitheater Improvements to existing amphitheater
Group 4 4a: Student Activities /
Media Arts / Conference New two-story multiple-use building TBD
4b: Classroom Building Renovation of L-wings for existing building
4c: Art Building Additional classrooms and renovation to A-wing
4d: West Access Road &
Parking Reconfiguration of access and parking area
Group 5 5a: Guidance & Counseling
Center Renovation of existing building TBD
5b: Administration Building Addition and renovation of existing building
5c: Quad Landscaping and other improvements to
expanded quad
5d: Field Structure New athletics storage and snack bar facility
5e: Site Improvements Miscellaneous landscaping and pedestrian
improvements
5f: RC Building Demolition of existing building to accommodate
quad expansion
SOURCE: PAUSD, 2009
Gunn High School Master Plan . 209002Figure 3Gunn High School Master Plan, Group 1 ProjectsSOURCE: Deems Lewis McKinley
Gunn High School Master Plan . 209002Figure 4Gunn High School Master Plan, Group 2 ProjectsSOURCE: Deems Lewis McKinley
Gunn High School Master Plan . 209002Figure 5Gunn High School Master Plan, Group 3 ProjectsSOURCE: Deems Lewis McKinley
Gunn High School Master Plan . 209002Figure 6Gunn High School Master Plan, Group 4 ProjectsSOURCE: Deems Lewis McKinley
Gunn High School Master Plan . 209002Figure 7Gunn High School Master Plan, Group 5 ProjectsSOURCE: Deems Lewis McKinley
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and office would be added to the Science Lab. A redesigned entry area and entry courtyard would
be constructed to form a coherent gateway to the campus from the parking area adjacent to
Spangenberg Theater and the new Performing Arts complex. The existing Music Building would
be demolished in order to create this new entryway. Finally, the parking area would be
reconfigured again after the relocatable classrooms are removed from the campus.
Group 3 (Unfunded)3
Spangenberg Theater would be renovated under this phase with the addition of a focal lobby area
to be used for performances and other activities. A connector to the new Performing Arts Center
constructed during Group 2 would also be added. The outdoor amphitheater adjacent to
Spangenberg on the north would be updated with a new stage and landscaping.
Group 4 (Unfunded)
Group 4 includes a new two-story, centrally-located building to serve as a Student Activities
Center. It would also include the media arts program, additional social studies classrooms, and a
conference center. An existing classroom building would be demolished to make room for the
new Student Center. Other existing buildings would be renovated during this phase. The three
L-wing classroom buildings would be utilized for the expanded social studies and world
languages departments. The Art Building would feature upgraded classrooms and additional
classrooms would be added to the existing A-wing. Access to the campus via the west access road
off Miranda Avenue would be reconfigured to provide a turn-around, parking, and
pedestrian/bicycle paths.
Group 5 (Unfunded)
The existing Administration Building-AD2 would be modernized and converted into a guidance
and counseling center during this phase. The staff lounge and patio would be relocated to the
south side of the building as part of the renovation. Administration Building-AD1 would be
renovated to accommodate administrative functions previously located in AD2, and the cafeteria
would be upgraded. This phase would also include major changes to the Quad. The existing
Resource Center building would be demolished to allow for an expanded Quad with new
landscape/hardscape, furnishings, and other pedestrian improvements. In addition, a new Field
Structure would be constructed just north of the football field. This building would feature snack
bar facilities as well as storage space for soccer, track and field, lacrosse, and physical education
programs.
Sources
California Department of Education, DataQuest, http://dq.cde.ca.gov/dataquest, accessed June 24,
2009.
Palo Alto Unified School District (PAUSD), www.pausd.org, accessed June 2009.
PAUSD, Gunn High School Master Plan, 2009.
3 Design of specific projects listed in Groups 3, 4 and 5 is currently unfunded.
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Environmental Impacts
Issues (and Supporting Information Sources):
Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporation
Less Than
Significant
Impact No Impact
1. Aesthetics
Would the project:
a) Have a substantial adverse effect on a scenic vista?
b) Substantially damage scenic resources, including,
but not limited to, trees, rock outcroppings, and
historic buildings within a state scenic highway?
c) Substantially degrade the existing visual character or
quality of the site and its surroundings?
d) Create a new source of substantial light or glare
which would adversely affect day or nighttime views
in the area?
Discussion
a, b) No Impact. Gunn High School is located on a trapezoidal shaped block that is located off of
Arastradero Road near Foothill Expressway in a southwestern portion of Palo Alto. There are
no roadways near Gunn High School that have been designated as or are considered eligible
to be a state scenic highway, nor is the project site visible from a state scenic highway
(Caltrans, 2009). In addition, there are no scenic resources, including trees, rock
outcroppings, and historic resources, in the vicinity of the campus. Therefore, the proposed
project would not result in impacts related to scenic resources within a state scenic highway.
The City of Palo Alto considers Arastradero Road west of Foothill Expressway and
Foothill Expressway to be scenic routes (City of Palo Alto, 2007). While the segment of
Arastradero Road that is in front of the high school is not considered to be a scenic route, a
small portion of the high school campus is visible from the intersection of Foothill
Expressway and Arastradero Road (see Figure 8). Arastradero Road is generally the only
roadway that provides views of Gunn’s campus (intermittent views of the sports facilities
are available from Miranda Road). Other public views of the campus are provided by the
publicly accessible pathways that line both the eastern and western edges of the campus.
Gunn High School consists of a collection of classroom buildings that are concentrated in
the southwestern portion of the campus. Parking lots and internal roadways comprise the
southeastern portion and the remainder of campus consists of sports facilities, including
tennis courts, a baseball stadium, football stadium, and an aquatic center. The buildings on
Gunn’s campus maintain a uniform style throughout and are characterized by square or
rectangular massing, mansard roofs and colonnades (see Figures 9 and 10). In addition to
maintaining a consistent style, the buildings also include a common color scheme with
brown siding, white columns, and brown roofs. While the majority of the buildings are one
story, there are a few two-story (in height) buildings on campus, including the library,
theater and the gymnasium.
Gunn High School Master Plan . 209002
Figure 8
Existing Views of Gunn High School Campus
SOURCE: ESA
View of campus near Foothill Expressway and Arastradero Road
View of campus near Foothill Expressway and Arastradero Road
Gunn High School Master Plan . 209002
Figure 9
Existing Views of Gunn High School Campus
SOURCE: ESA
View of campus from Arastradero Road looking east
View of campus from Arastradero Road looking west
Gunn High School Master Plan . 209002
Figure 10
Existing Views of Gunn High School Campus
SOURCE: ESA
View of campus buildings
View of campus buildings
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Buildout of the Master Plan would not affect views from the intersection of Arastradero
Road and Foothill Expressway. Currently, views of the campus from the intersection of
Arastradero Road and Foothill Expressway consist of the roof and some of the columns of
the building located on the southwestern-most corner. Under the proposed project, one
small classroom building would be constructed along the Arastradero Road frontage of
campus. View of this new classroom building from the intersection of Foothill Expressway
and Arastradero Road would be blocked by the existing classroom building and views from
that intersection would not change. Therefore, the proposed project would not affect views
from those scenic routes and impacts related to scenic vistas would be less than significant.
c) Less Than Significant. Buildout of the Master Plan would result in the construction of
new buildings and renovations to existing buildings throughout the campus. Very few of
these improvements would even be visible from the publicly accessible viewpoints. As
noted above, one relatively small classroom building would be constructed along the
Arastradero Road frontage of campus. This building would be set back approximately 100
feet from the roadway. In addition, the elevation of the campus slopes down from the edge
of the roadway, which slightly diminishes the presence of the buildings along the roadway.
All new construction and renovations would be designed to be compatible with the existing
style of buildings on campus in terms of height, massing and color scheme. In addition, the
development pattern of the campus would be maintained with all classroom buildings being
concentrated in the southwestern portion of campus, parking lots would be reconfigured but
not be relocated, and the sports facilities would remain intact in their current locations with
only minor upgrades. Generally, the Master Plan would result in better utilization of the
space on campus, but would not affect the overall character of the site and its surrounding.
Therefore, the proposed project would result in less than significant impacts on the
character of the site and its surroundings.
d) Less Than Significant. New buildings developed under the Master Plan would include
fixed exterior lighting in order to promote safety. Gunn High School is located in a
suburban environment that has some existing sources of light and glare associated with
nearby land uses. Nearby homes and businesses cast light from windows or from outdoor
security lighting and parking lots. Arastradero Road and Foothill Expressway provide street
lighting and are also additional sources of light and glare. Ambient light generated by new
buildings that could be developed or improved under the plan would be minimized and
partially screened by trees and surrounding buildings. Therefore, the proposed project
would not result in adverse light or glare impacts at their specific sites or in the surrounding
areas.
Sources
City of Palo Alto, 2007. Palo Alto Comprehensive Plan, Land Use Element, adopted July 17,
2007.
California Department of Transportation (Caltrans), 2009. California Scenic Highway Mapping
System website, http://www.dot.ca.gov/hq/LandArch/scenic_highways/index.htm, accessed
July 21, 2009.
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Issues (and Supporting Information Sources):
Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporation
Less Than
Significant
Impact No Impact
2. Agriculture Resources
In determining whether impacts to agricultural resources are significant environmental effects, lead agencies may
refer to the California Agricultural Land Evaluation and Site Assessment Model (1997) prepared by the California
Department of Conservation as an optional model to use in assessing impacts on agriculture and farmland.
Would the project:
a) Convert Prime Farmland, Unique Farmland, or
Farmland of Statewide Importance (Farmland), as
shown on the maps prepared pursuant to the
Farmland Mapping and Monitoring Program of the
California Resources Agency, to non-agricultural
use?
b) Conflict with existing zoning for agricultural use, or a
Williamson Act contract?
c) Involve other changes in the existing environment
which, due to their location or nature, could result in
conversion of Farmland, to non-agricultural use?
Discussion
a–c) No Impact. The project site is not located on or near any agricultural land, nor is the site
zoned for agricultural uses. The project site, as with the majority of developed land in the
City of Palo Alto, is designated as Urban and Built-Up Land by the California Department
of Conservation (Department of Conservation, 2007). Therefore, the proposed project
would not convert farmland to non-agricultural use and would have no effect on farmland
or any property subject to a Williamson Act contract.
Sources
California Department of Conservation, Santa Clara County Important Farmland Map 2006,
August 2007.
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Issues (and Supporting Information Sources):
Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporation
Less Than
Significant
Impact No Impact
3. Air Quality
Where available, the significance criteria established by the applicable air quality management or air pollution control
district may be relied upon to make the following determinations. Would the project:
a) Conflict with or obstruct implementation of the
applicable air quality plan?
b) Violate any air quality standard or contribute
substantially to an existing or projected air quality
violation?
c) Result in a cumulatively considerable net increase of
any criteria pollutant for which the project region is
non-attainment under an applicable federal or state
ambient air quality standard (including releasing
emissions which exceed quantitative thresholds for
ozone precursors)?
d) Expose sensitive receptors to substantial pollutant
concentrations?
e) Frequently create objectionable odors affecting a
substantial number of people?
f) Conflict with the state goal of reducing greenhouse
gas emissions in California to 1990 levels by 2020,
as set forth by the timetable established in AB 32,
California Global Warming Solutions Act of 2006?
Discussion
a) Less than Significant. The project site is located in the City of Palo Alto, within the
San Francisco Bay Area Air Basin (Bay Area). The Bay Area experiences occasional
violations of ozone and particulate matter (PM-10 and PM-2.5) standards. Air Quality
standards and regulations are enforced in the Bay Area Air Basin by the Bay Area Air
Quality Management District (BAAQMD).
When a project is proposed in a city with a general plan that is consistent with the most
recently adopted Clean Air Plan and if the project is consistent with the land use
designation of the general plan, then the project is considered consistent with applicable air
quality plans and policies.
As discussed in Checklist Item 9, Land Use and Planning, of this Initial Study, the campus
improvements and educational uses proposed as part of the project would not substantially
conflict with the goals and policies in the City of Palo Alto Comprehensive Plan. Moreover,
although not bound by local land use ordinances, project components proposed by the
PAUSD would nonetheless be consistent with the land use designation and zoning for the
campus.
The applicable Clean Air Plan (CAP) is the Bay Area 2005 Ozone Strategy. The City’s
General Plan is consistent with the CAP because data and projections from the General
Plan are incorporated into the CAP. The project, therefore, is consistent with the plan. This
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is a less-than-significant impact because the project would not conflict with the region’s air
quality management plan.
b, c) Less Than Significant with Mitigation.
Construction Emissions
This analysis evaluates the effect of the site grading and the construction of Master Plan
improvements on the local and regional air quality. Development of this project could
affect local pollutant concentrations in two ways. First, during construction, the project
would affect local particulate concentrations by generating dust. Over the long-term, the
project might result in a slight increase in emissions due to new motor vehicle trips
associated with accommodation of a larger student population.
Activities such as grading and excavation would generate substantial amounts of dust
(including PM-10) from “fugitive” sources, such as proposed earthmoving activities to
improve athletic fields and to excavate foundations and vehicle travel over unpaved
surfaces, and lesser amounts of other criteria pollutants from the operation of heavy
equipment construction machinery (primarily diesel operated) and construction worker
automobile trips (primarily gasoline operated). Construction-related dust emissions would
vary from day to day, depending on the level and type of activity, silt content of the soil,
and the weather. Construction activities may result in significant quantities of dust, and as a
result, local visibility and PM-10 concentrations may be adversely affected on a temporary
basis during the construction period. In addition, larger dust particles would settle out of the
air close to the construction site resulting in a potential soiling nuisance for adjacent uses.
For the evaluation of construction-phase impacts, BAAQMD does not require a detailed
quantification of construction emissions. Instead, it recommends that evaluation of the
significance of impacts be based on a consideration of the control measures to be
implemented (BAAQMD, 1999). Generally, if appropriate measures are implemented to
reduce fugitive dust, then the residual impact can be presumed to be less than significant.
Without these measures, the impact is generally considered to be significant, particularly if
sensitive land uses (e.g., residential or scholastic) are located in the project vicinity.
The Master Plan improvements that would require the greatest degree of grading and
earthwork would be new building excavations for classrooms, the new gymnasium, the new
performing arts center, and the new student activities and media arts buildings. Other
project elements would disturb much smaller areas of earth and have fewer construction
impacts to localized PM-10 and PM-2.5 concentrations. All individual construction areas
would be less than one acre. Because construction grading would generate localized
increased concentrations of PM-10 and PM-2.5 in an area designated as non-attainment for
these pollutants, without appropriate dust mitigation, the impact would be significant.
Mitigation Measure AIR-1: During future construction, PAUSD shall require the
construction contractor to implement BAAQMD’s “basic” dust control procedures
which are required for all construction sites of less than four acres and which would
mitigate the potential impact to a less than significant level.
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Elements of the “basic” dust control program for project components that disturb
more than four acres shall include, but not necessarily be limited to the following:
Basic Control Measures
• Water all active construction areas at least twice daily. Watering should be
sufficient to prevent airborne dust from leaving the site. Increased watering
frequency may be necessary whenever wind speeds exceed 15 miles per hour.
Reclaimed water should be used whenever possible.
• Cover all trucks hauling soil, sand, and other loose materials or require all
trucks to maintain at least two feet of freeboard (i.e., the minimum required
space between the top of the load and the top of the trailer).
• Pave, apply water three times daily, or apply (non-toxic) soil stabilizers on all
unpaved access roads, parking areas and staging areas at construction sites.
• Sweep streets (with water sweepers using reclaimed water if possible) at the
end of each day if visible soil material is carried onto adjacent paved roads.
• Sweep streets daily (with water sweepers) if visible soil material is carried onto
adjacent public streets.
With implementation of these measures, project construction would not be expected to
violate any air quality standard or contribute to an existing or projected air quality violation
in the project vicinity.
Construction activities would also result in the emission of other criteria pollutants from
equipment exhaust, construction-related vehicular activity and construction worker
automobile trips. Emission levels for construction activities would vary depending on the
number and type of equipment, duration of use, operation schedules, and the number of
construction workers. Criteria pollutant emissions of ROG and NOx from these emission
sources would incrementally add to the regional atmospheric loading of ozone precursors
during project construction. BAAQMD CEQA Guidelines recognize that construction
equipment emit ozone precursors, but indicate that such emissions are included in the
emission inventory that is the basis for regional air quality plans. Therefore, construction
emissions would not be expected to impede attainment or maintenance of ozone standards
in the Bay Area (BAAQMD, 1999). The impact would therefore be less than significant.
Operational Emissions
The project would result in a net increase in emissions of criteria pollutants (ROG, NOx and
PM-10) primarily because of a resultant increase in average daily vehicle trips. Based on
the traffic analysis, the proposed change in land use would result in an increase of
approximately 532 net new daily vehicle trips. Increased vehicle trips would lead to a small
increase in ROG (approximately 2.7 pounds per day), NOx (approximately 2.2 pounds per
day) and PM-10 (approximately 6.9 pounds per day) due to vehicle exhaust. Increases in
emissions from stationary sources at the site (such as natural gas combustion for space and
water heating, landscaping, use of consumer products, etc.) would also be minimal
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(approximately 0.72 pounds per day of ROG and 1.06 pounds per day of NOx). Together,
operational emissions increases resulting from the project would represent approximately
ten percent or less of the quantities BAAQMD identifies as significant (80 pounds per day
of either ROG, NOx, or PM-10, individually). Therefore, once operational, the development
under the Master Plan would not significantly contribute to a violation of any air quality
standard in the area.
Cumulative Air Quality Impact
In combination with other future projects in the project vicinity, the construction and
operations of the proposed project would likely result in a small cumulative contribution to
increases in pollutant emissions, but these would have less than significant impacts to air
quality. Furthermore, with the implementation of mitigation measures, these impacts would
be reduced to less than significant levels.
d) Less than Significant with Mitigation. Construction activities could expose sensitive
receptors (students and residences located adjacent to the project site) to substantial
pollutant concentrations, principally PM-10, from fugitive dust sources. However, with
implementation of the dust abatement program described above in Mitigation Measure
AIR-1, impacts from construction-related PM-10 emissions would be less than significant.
The proposed project would locate additional students, considered a sensitive receptor, in
an area established with existing school land use and adjacent residential land uses. There
are no major freeways or land uses that would be considered major (i.e., permitted)
stationary sources of air pollution located within the project vicinity (1,000 feet). The only
BAAQMD-identified source facilities of toxic air contaminant emissions within one-half
mile of the project site is Alta Mesa Improvement Company at 695 Arastradero Road
which would not be expected to represent a threat to the existing scholastic land use, as
their only inventoried emissions are less than one gram of hexavalent chromium per year
(BAAQMD, 2007).
e) No Impact. As a general matter, the types of land use development that pose potential odor
problems include wastewater treatment plants, refineries, landfills, composting facilities
and transfer stations. No such uses would occupy the project site. Therefore, the project
would not create objectionable odors that would affect a substantial number of people. In
addition, there are no existing odor sources in the vicinity of the project site to which future
occupants of the project site would be subjected.
f) Less than Significant with Mitigation. Gases that trap heat in the atmosphere are called
greenhouse gases. The major concern is that increases in greenhouse gases are causing
global climate change. Global climate change is a change in the average weather on earth
that can be measured by wind patterns, storms, precipitation and temperature. Although
there is disagreement as to the speed of global warming and the extent of the impacts
attributable to human activities, most agree that there is a direct link between increased
emission of greenhouse gases and long-term global temperature. What greenhouse gases
have in common is that they allow sunlight to enter the atmosphere, but trap a portion of
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the outward-bound infrared radiation and warm up the air. The process is similar to the
effect greenhouses have in raising the internal temperature, hence the name greenhouse
gases. Both natural processes and human activities emit greenhouse gases. The
accumulation of greenhouse gases in the atmosphere regulates the earth’s temperature;
however, emissions from human activities such as electricity generation and motor vehicle
operations have elevated the concentration of greenhouse gases in the atmosphere. This
accumulation of greenhouse gases has contributed to an increase in the temperature of the
earth’s atmosphere and contributed to global climate change. The principal greenhouse
gases are carbon dioxide (CO2), methane (CH4), nitrous oxide (N2O), sulfur hexafluoride
(SF6), perfluorocarbons (PFCs), hydrofluorocarbons (HFCs), and water vapor (H2O).
Carbon dioxide is the reference gas for climate change because it is the predominant
greenhouse gas emitted. To account for the varying warming potential of different
greenhouse gases, greenhouse gas emissions are often quantified and reported as CO2
equivalents (CO2e).
Executive Order S-3-05
In 2005, Governor Schwarzenegger established Executive Order S-3-05, which sets forth a
series of target dates by which statewide emission of greenhouse gases (GHG) would be
progressively reduced, as follows:
• By 2010, reduce GHG emissions to 2000 levels;
• By 2020, reduce GHG emissions to 1990 levels; and
• By 2050, reduce GHG emissions to 80 percent below 1990 levels.
Assembly Bill 32 (California Global Warming Solutions Act of 2006)
In 2006, California passed the California Global Warming Solutions Act of (Assembly Bill
No. 32; California Health and Safety Code Division 25.5, Sections 38500, et seq., or
AB 32), which requires the California Air Resources Board (CARB) to design and
implement emission limits, regulations, and other measures, such that feasible and cost-
effective statewide GHG emissions are reduced to 1990 levels by 2020 (representing an
approximate 25 percent reduction in emissions). Under AB 32, the CARB must adopt
regulations by January 1, 2011 to achieve reductions in GHGs to meet the 1990 emission
cap by 2020.
CARB Climate Change Scoping Plan
In December 2008, CARB adopted the Climate Change Scoping Plan (AB 32 Scoping
Plan) outlining the State’s strategy to achieve the 2020 greenhouse gas emissions limit. The
AB 32 Scoping Plan, developed by CARB in coordination with the Climate Action Team
(CAT), proposes a comprehensive set of recommended actions designed to reduce overall
GHG emissions in California. The measures in the AB 32 Scoping Plan approved by the
Board will be developed over the next two years and be in place by 2012.
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OPR on CEQA and Climate Change
The Governor’s Office of Planning and Research (OPR) June 2008 Technical Advisory
(OPR, 2008) provides informal guidance for public agencies as they address the issue of
climate change in their CEQA documents. The June 2008 Technical Advisory offers
recommendations for identifying GHG emissions, determining significance under CEQA,
and mitigating impacts.
The June 2008 OPR Advisory states that lead agencies under CEQA should develop their
own approach to performing a climate change analysis for projects that generate GHG
emissions. The approach should be consistent for analyzing all such projects, and analyses
should be performed based on the best available information. If a lead agency determines
that GHGs may be generated by a proposed project, the agency is responsible for
quantifying estimated GHG emissions by type and source. The June 2008 OPR Advisory
also states that the lead agency must assess whether project emissions are individually or
cumulatively significant and implement strategies to avoid, reduce, or otherwise mitigate
the impacts of those emissions when impacts are potentially significant. Regional agencies
can attempt to reduce GHG emissions through their planning processes, according to the
June 2008 OPR Advisory. Regional transportation planning agencies can adopt plans and
programs that address congestion relief and reduce vehicle miles traveled (VMT), for
example.
Subsequent to the release of the 2008 Technical Advisory, OPR has developed proposed
guidelines for the mitigation of GHG emissions or the effects of GHG emissions under
CEQA, following Senate Bill 97. On April 13, 2009, OPR submitted additions and
amendments to the CEQA Guidelines to the Secretary for Natural Resources for
certification and adoption by January 1, 2010.
CARB Preliminary Draft Staff Proposal, October 2008
In its Staff Proposal, CARB is taking the first step toward developing recommended
statewide interim thresholds of significance for GHGs that may be adopted by local
agencies for their own use. The proposal does not attempt to address every type of project
that may be subject to CEQA, but instead focuses on common project types that,
collectively, are responsible for substantial GHG emissions – specifically, industrial,
residential, and commercial projects. CARB is developing these thresholds in these sectors
to advance climate objectives, streamline project review, and encourage consistency and
uniformity in the CEQA analysis of GHG emissions throughout the State.
CARB staff’s objective in this proposal is to develop a threshold of significance that will
result in the vast majority (approximately 90 percent statewide) of GHG emissions from
new industrial projects being subject to CEQA’s requirement to impose feasible mitigation.
CARB believes this can be accomplished with a threshold that allows small projects to be
considered insignificant. CARB staff used existing data for the industrial sector to derive a
proposed hybrid threshold. The threshold consists of a quantitative threshold of 7,000
metric tons of CO2 equivalent per year (MT CO2e/year) for operational emissions
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(excluding transportation), and performance standards for construction and transportation
emissions. These performance standards have not yet been developed.
To date, CARB has only developed preliminary interim threshold concepts for industrial
projects. No proposed thresholds for non-industrial project have been developed.
As with other individual and relatively small projects (i.e., projects that are not cement
plants, oil refineries, electric generating facilities/providers, co-generation facilities, or
hydrogen plants or other stationary combustion sources that emit more than 25,000 metric
tons (MMT) CO2e/yr), the project specific emissions from the proposed project would not
be expected to individually have an impact on global climate change (AEP, 2007) and the
primary concern would be whether the project would be in conflict with the state goals for
reducing greenhouse gas emissions.
Three types of analyses are used to determine whether the project could be in conflict with
the state goals for reducing greenhouse gas emissions. The analyses are reviews of:
• Assessment A: The potential conflicts with the CARB 39 recommended actions of the
Climate Change Scoping Plan;
• Assessment B: The relative size of the project in comparison to the estimated
greenhouse reduction goal of 174 MMTCO2E by 2020 and in comparison to the size
of major facilities that are required to report greenhouse gas emissions (25,000 metric
tons of CO2E/yr)4 and proposed thresholds of CARB; and
• Assessment C: The basic parameters of a project to determine whether its design is
inherently energy efficient, will lead to wasteful energy use, or is neutral with regard
to future energy use.
With regard to Assessment A, the project does not pose any apparent conflict with the most
recent list of the CARB early action strategies as these are aimed at industry, water use and
new land use development.
With regard to Assessment B, project construction GHG emissions were estimated with the
URBEMIS2007 computer model. CO2 emissions from construction assumed peak annual
GHG emissions would most likely occur during Group 1 and 2 classroom improvements.
An overall project construction area of 2.5 acres was assumed based on 110,000 square feet
of improvements. Per the Project Description this work would occur over a nine moth
period in 2011 and 2012. GHG emissions from this activity were calculated using the
URBEMIS2007 model of the CARB. Equipment exhaust also contains small amounts of
methane and nitric oxides which are also GHGs. Non-CO2 GHG emissions represent
approximately a three percent increase in CO2-equivalent emissions from diesel equipment
exhaust. For purposes of analysis, it was assumed that non-CO2 GHG emissions from
4 The State of California has not adopted guidance as to quantitative significance thresholds for assessing the impact
of greenhouse gas emissions on climate change and global warming concerns.
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construction equipment would be negligible. The peak annual activity would generate 245
“short” or 222 metric tons (MT) per year of CO2.
The proposed improvements to Gunn High school under the Master Plan would result in an
increase in daily operational CO2 emissions from project-related traffic and area source
emissions for space and water heating as well as electricity demand. Operational emissions
of CO2 from vehicle traffic as calculated by URBEMIS2007 would be 665 “short” tons per
year or 603 MT per year. URBEMIS also calculates natural gas combustion emissions
based on square footage of improvements. CO2 emissions from natural gas emissions are
calculated to be 233 “short” tons per year or 211 MT per year. Electricity demand based on
square footage of improvements and California specific emission factors of the California
Climate Action Registry and high school-specific electrical demand estimates would result
in an additional 430 MT per year of GHGs emitted indirectly as a result of the project.
Consequently the total operational CO2 emission rate resulting from implementation of the
proposed Master Plan is estimated to be 1,244 MT per year.
When compared to the state facility reporting requirement for GHG emissions of 25,000
MT per year CO2e, the maximum GHG emissions for the project (222 MT per year CO2e
during construction; and 1,244 MT per year during operations are not significant enough to
require reporting to the CARB relative to the requirements of AB32. Additionally, although
not yet adopted nor applicable to the proposed Master Plan, project GHG emissions would
be less than the proposed 7,000 MT per year Preliminary Staff Proposal threshold for
industrial projects under consideration by CARB.
With regard to Assessment C, in the absence of any definitive thresholds of significance,
the GHG emphasis on a project-specific level is to incorporate project design features that
reduce energy consumption and reduce vehicular travel as much as is feasible once such
measures are adopted in the Climate Change Scoping Plan of CARB. Unless there is a
greater shift to clean energy such as solar, hydroelectric, wind, nuclear, etc., no substantial
reduction in GHG is likely attainable by conventional methods except through energy
conservation.
GHG reduction options on a project-level basis are similar to those measures designed to
reduce criteria air pollutants (those with ambient air quality standards). Mitigation
Measure TRAN-2 (See Checklist Item 15, Transportation) would reduce trip generation
thus optimize the transportation efficiency of the land use and measures that promote
energy conservation within a development would reduce GHG emissions.
Because the proposed project consists of improvements under a Master Plan, there are no
specific building details at this level of project development. Consequently, mitigation
measures are recommended to ensure that development under the proposed Master Plan
would be inherently energy efficient and commensurate with achieving the goals of GHG
reductions under AB32.
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Mitigation Measure AIR-2: Building development plans resulting from the Master
Plan shall include “green building” features to reduce energy consumption to the
extent practicable. These measures may include:
• Building design consistent with the Collaborative for High Performance
Schools (CHPS). CHPS is a third party program that oversees the nation’s first
green building rating program especially designed for K-12 schools. CHPS has
published design guidelines and performance criteria specific to California
schools.
• Install efficient lighting and lighting control systems. Site and design buildings
to take advantage of daylight.
• Plant trees and vegetation near structures to shade buildings and reduce energy
requirements for heating/cooling.
• Preserve or replace onsite trees consistent with Mitigation Measure BIO-4 (that
are removed due to development) as a means of providing carbon storage.
• Install light-colored “cool” roofs and cool pavements.
• Install energy efficient heating and cooling systems, appliances and equipment
and control systems.
• Install light emitting diodes (LEDs) for traffic, street and other outdoor
lighting.
• Install water efficient fixtures and appliances.
Implementation of the above mitigation measures would reduce the impact to less
than significant levels.
Sources
Bay Area Air Quality Management District (BAAQMD), BAAQMD CEQA Guidelines: Assessing
the Air Quality Impacts of Projects and Plans, December 1999.
BAAQMD, Toxic Air Contaminant 2003 Annual Report, published 2007.
BAAQMD, Rules & Regulations, www.baaqmd.gov/dst/regulations/index.htm, accessed May 10,
2007.
California Air Resources Board, Air Quality and Land Use Handbook: A Community Health
Perspective, April 2005.
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Issues (and Supporting Information Sources):
Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporation
Less Than
Significant
Impact No Impact
4. Biological Resources
Would the project:
a) Have a substantial adverse effect, either directly or
through habitat modifications, on any species
identified as a candidate, sensitive, or special-status
species in local or regional plans, policies, or
regulations, or by the California Department of Fish
and Game or U.S. Fish and Wildlife Service?
b) Have a substantial adverse effect on any riparian
habitat or other sensitive natural community
identified in local or regional plans, policies,
regulations or by the California Department of Fish
and Game or U.S. Fish and Wildlife Service?
c) Have a substantial adverse effect on federally
protected wetlands as defined by Section 404 of the
Clean Water Act (including, but not limited to, marsh,
vernal pool, coastal, etc.) or state-protected
wetlands, through direct removal, filling, hydrological
interruption, or other means?
d) Interfere substantially with the movement of any
native resident or migratory fish or wildlife species or
with established native resident or migratory wildlife
corridors, or impede the use of native wildlife nursery
sites?
e) Conflict with any local policies or ordinances
protecting biological resources, such as a tree
preservation policy or ordinance?
f) Fundamentally conflict with the provisions of an
adopted Habitat Conservation Plan, Natural
Community Conservation Plan, or other approved
local, regional, or state habitat conservation plan?
Discussion
a) Less than Significant with Mitigation. ESA conducted a reconnaissance-level field
survey of the project area on July 9, 2009 to verify existing biological conditions, assess
vegetation and wildlife habitats, and identify potential for special-status wildlife species to
occur onsite (ESA, 2009).5 Palo Alto and surrounding cities on the San Francisco peninsula
have been extensively developed in the last century, and areas directly surrounding Gunn
High School are primarily single-family homes and commercial business parks. Most of the
Gunn campus is landscaped, and common trees on campus include coast live oak (Quercus
agrifolia), valley oak (Quercus lobata), and elm (Elmus spp.). Several small, less
landscaped areas contain coyote brush (Baccharis pilularis) growing underneath oak trees.
5 The term “special-status” species includes those species that are listed and receive specific protection defined in
federal or state endangered species legislation, as well as species not formally listed as Threatened or Endangered,
but designated as “Rare” or “Sensitive” on the basis of adopted policies and expertise of state resource agencies or
organizations, or local agencies such as counties, cities, and special districts. A principle source for this designation
is the California “Special Animals List” (CDFG, 2009B).
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Birds identified on campus were species typically accustomed to disturbance, including
scrub jay (Aphelocoma californica), common raven (Corvus corax), black phoebe
(Sayornis nigricans), and American robin (Turdus migratorius).
Most open areas on campus are either paved parking lots, walkways, or grass playing
fields. In the northernmost corner of the campus, there is an approximately four-acre annual
grassland habitat. The area is gently sloped and had been recently mowed prior to a site
visit (ESA, 2009). Several California ground squirrel (Spermophilus beecheyi) burrows
were observed. Typical vegetation in this area includes wild oats (Avena barbata), ripgut
brome (Bromus hordaceous), and several oaks along the perimeter of the area. This habitat
could potentially support burrowing owl (Athene cunicularia), but construction would not
occur close enough to impact owls and any pairs present would be accustomed to
residential noise and disturbance.
The Barron Creek Debris Basin and an upstream wetland area are located directly west of
the Gunn campus. When ESA conducted a site visit, the basin was holding water but the
wetland area was dry (ESA, 2009). The basin likely holds water year-round and effectively
functions as a pond, and the wetland area becomes seasonally ponded but dries out in arid
months of the year. This habitat is described in more detail in c) below.
The California Natural Diversity Database (CNDDB) documents 43 special-status species
within the Palo Alto and Mountain View U.S. Geological Survey (USGS) quadrangles that
include the project area (CDFG, 2009). Potential for the project area to support special-
status species was assessed using the CNDDB (CDFG, 2009). No suitable habitat for
special-status plant species was found on or directly adjacent to the project area. Special-
status wildlife species that could potentially be impacted by the project include California
red-legged frog (Rana dratonyii), western pond turtle (Actinemys marmorata), pallid bat
(Antrozous pallidus) and hoary bat (Lasiurus cinereus). Construction activities and tree
removal may adversely impact nesting birds as well. These impacts are discussed below.
California red-legged frog
The California red-legged frog (CRLF) is a federally-threatened and California species of
special concern that can be found in man-made or natural ponds with little shade and some
aquatic vegetation, streams, and in moist upland areas near water bodies. Aquatic habitats
that seasonally dry up are preferred because they are less likely to contain predators like
bullfrogs (Lithobates catesbeianus) and non-native fish. CRLF, especially juveniles, can
disperse into poor quality habitats more than one mile from breeding ponds (Rathbun, pers.
comm.). The nearest CRLF occurrences are in Matadero and Deer Creeks, less than
0.75 miles away (CDFG, 2009), and potential dispersal and breeding habitat does exist in
the basin and upstream wetlands. Construction of a two-story classroom building within
100 feet of the debris basin is scheduled in Phase 1 of the Master Plan, which could result
in impacts on CRLF. Although unlikely, transient frogs could move from nearby wetland
areas to the Gunn campus and be impacted by project construction activities. Additionally,
sediment or hazardous materials from project activities could be carried into wetlands,
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especially during rain events. Both these potential impacts will be mitigated to less-than-
significant levels through Mitigation Measure BIO-1.
Mitigation Measure BIO-1: PAUSD shall require its contractor(s) to install silt
fence along the chain-link fence bordering the debris basin and wetland area on the
west side of the campus. This would prevent any sensitive wildlife from entering
active construction zones on the project site and will keep disturbed material,
sediment, or hazardous materials from travelling into these waters. The fence shall be
constructed of geotextile fabric with a minimum 3.5-inch overlap between panels.
Fence panels shall be attached to the chain-link fence or to wooden fence posts, and
sunken to a minimum of 6 inches below grade.
Western Pond Turtle
Western pond turtle is a California species of special concern that occupies permanent
bodies of water including ponds, streams and wetlands. They are found basking on logs,
rocks, or floating vegetation and submerge quickly when disturbed. Females need sandy
beaches or dry upland habitats to lay eggs, and have been recorded moving as far as 100
feet from aquatic habitats to lay eggs (Zeiner, 1990). The debris basin is potential habitat
for the western pond turtle year-round, and the wetlands upstream contain pond turtle
habitat when seasonally inundated. The nearest CNDDB occurrences for the western pond
turtle are along San Francisquito Creek and Lake Lagunita, both of which are on Stanford
University land approximately 2.5 miles away from the project area. While no occurrences
of western pond turtle have been documented at the debris basin, it does contain suitable
western pond turtle habitat. Discharge of sediment or hazardous materials during
construction would be a significant impact to western pond turtles. This potential impact
would be reduced to less-than-significant levels by Mitigation Measure BIO-1.
Special-Status Bats
The pallid bat, hoary bat, and Townsend’s big-eared bat could be present in trees or
buildings at Gunn High School. The pallid bat is a California species of concern present in
most low elevations in California. Preferred habitats for the pallid bat include rocky
outcrops with crevices and access to open areas, but they can be found in a variety of other
habitats as well. Day roosts can be found in crevices, caves, mines, and occasionally
buildings and hollow trees, while night roosts can be in more open areas such as open
buildings or porches (Zeiner et al, 1990). Pallid bats are nocturnal and present year-round
in most areas of California. Local CNDDB occurrences include Stanford University, and
within the cities of Menlo Park, Woodside, and Los Altos (CNDDB, 2009). The hoary bat
is a California species of concern and can be found at nearly any location in California.
Maternity roosts of this species are typically found in woodlands with medium to large
trees and dense foliage cover (Zeiner et al, 1990). Hoary bats migrate between summer and
winter ranges but can be found year-round in the San Francisco Bay Area. While not
common behavior, hoary bats may roost or be present on buildings or in building attics.
Several historical CNDDB occurrences from nearby Stanford University and the Los Altos
area exist for this species (CNDDB, 2009). Townsend’s big-eared bat is a California
species of special concern also found in most of California. Roosting habitat includes
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Initial Study September 2009
caves, mines, tunnels, buildings, or other human-made structures (Zeiner, 1990), and
maternity roosts for the Townsend’s big-eared bat are warm, while hibernation roosts can
be cold. This species is especially sensitive to disturbance, and a single visit by humans
may result in roost abandonment.
Removal of any trees or demolition of buildings containing special-status bat species in the
project area would be a significant impact. This impact can be reduced to less-than-
significant levels through implementation of Mitigation Measure BIO-2:
Mitigation Measure BIO-2: PAUSD shall require its contractor(s) to implement the
following measures:
• Prior to construction or demolition activities within 250 feet of trees/structures
with at least a moderate potential to support special-status bats, a qualified
biologist (i.e., a biologist holding a CDFG collection permit and a
Memorandum of Understanding with the CDFG allowing the biologist to
handle and collect bats) shall survey for bats. If no evidence of bats (i.e., visual
or acoustic detection, guano, staining, strong odors) is present, no further
mitigation is required.
• If bats raising pups (also called a maternity colony) are identified within 250 feet
of the project area during preconstruction surveys or project construction
(typically April 15 through August 15), the PAUSD will create a no-disturbance
buffer acceptable in size to the CDFG around the bat roosts. Bat roosts initiated
within 250 feet of the project area after construction has already begun are
presumed to be unaffected by project-related disturbance, and no buffer would be
necessary. However, the “take” of individuals (e.g., direct mortality of
individuals, or destruction of roosts while bats are present) is prohibited.
• Trees or buildings with evidence of bat activity shall be removed during the
time that is least likely to affect bats as determined by a qualified bat biologist
(in general, roosts should not be removed if maternity bat roosts are present,
typically April 15 – August 15, and roosts should not be removed if present
bats are in torpor, typically when temperatures are less than 40 degrees
Fahrenheit). Non-maternity bat roosts shall be removed by a qualified
biologist, by either making the roost unsuitable for bats by opening the roost
area to allow airflow through the cavity, or excluding the bats using one-way
doors, funnels, or flaps.
• All special-status bat roosts that are destroyed shall be replaced at a 1:1 ratio
with a roost suitable for the displaced species. The roost shall be modified as
necessary to provide a suitable roosting environment for the target bat species.
Nesting Birds
Trees and buildings in and around the project area provide suitable habitats for breeding
birds. Most native, breeding birds are protected under Section 3503 of the CDFG Code
(Code), and raptors are protected under Section 3503.5 of the Code. In addition, both
Section 3513 of the Code and the Federal Migratory Bird Treaty Act (16 U.S. Code,
Sec. 703 Supp. I, 1989) prohibit the killing, possession, or trading of migratory birds.
Finally, Section 3800 of the Code prohibits the taking of non-game birds, which are defined
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Initial Study September 2009
as birds occurring naturally in California that are neither game birds nor fully protected
species. To the degree feasible, construction activities would be scheduled to avoid the
nesting season between February 1 and August 31. In the event construction or vegetation
removal must be performed during the nesting season, potential impacts to breeding or
nesting birds could be significant and would be minimized to less-than-significant levels
with the implementation of Mitigation Measure BIO-3.
Mitigation Measure BIO-3: If construction or vegetation removal must be
performed in the bird nesting season (February 1 through August 31), a qualified
biologist shall be retained to survey the project area for nesting raptors and other
birds and verify the presence or absence of nesting birds or raptors no more than
14 days prior to construction activities. If active nests are observed, buffer zones shall
be established around trees/shrubs with nests, with a buffer size established by the
qualified biologist through consultation with the appropriate regulatory agency (e.g.,
CDFG). Buffered zones shall be avoided during construction activities until young
have fledged or the nest is otherwise abandoned.
b) Less than Significant with Mitigation. Riparian habitat exists less than 150 feet from
construction areas on the western side of the Gunn campus. This habitat consists of large
California buckeye (Aesculus californica), coast live oak, and willow (Salix spp.) trees
lining the western side of a wetland area within the Barron Creek channel, with coyote
brush and blackberry (Rubus spp.) growing inside the channel as well. The riparian area is
fairly narrow and limited by a paved bike path to the east of Barron Creek and a
commercial business park to the west of Barron Creek. This habitat would not be directly
impacted by construction activities, and any water quality or nesting bird impacts would be
mitigated to less-than-significant levels by Mitigation Measures BIO-1 and BIO-3. Other
nearby riparian areas include San Francisquito Creek, Matadero Creek, and Lake Lagunita,
but these are all greater than 0.5 miles from the project site and would not be impacted by
project activities. Potential impacts to wetlands in the Barron Creek channel are addressed
in c) below.
c) Less than Significant with Mitigation. Wetlands are a subset of “waters of the United
States,” which are defined in the Code of Federal Regulations (CFR) (33 CFR 328.3[a];
40 CFR 230.3[s]) as rivers, streams, mud flats, sand flats, wetlands, sloughs, prairie
potholes, wet meadows, playa lakes, or natural ponds, the use, degradation, or destruction
of which could affect interstate or foreign commerce including any such waters. These
waters and their associated riparian corridors (discussed under b) above) fall under the
jurisdiction of the U.S. Army Corps of Engineers (Corps), San Francisco Bay Regional
Water Quality Control Board, and the California Department of Fish and Game.
The Barron Creek Debris Basin is less than 100 feet away from existing portable buildings
on the west side of campus, and consists of a 250-foot wide pond lined with concrete. This
habitat is classified by the Corps as open water, under other waters of the U.S., another
subset of waters of the U.S. Ponded and open stream waters are still jurisdictional, much
like wetland areas discussed above. The basin was constructed directly in the channel of
Barron Creek to prevent seasonal flooding of the surrounding businesses and
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neighborhoods, and is designed to catch debris that previously hindered creek flow during
large storm events. No emergent vegetation is present in the pond, but dense aquatic
vegetation grows along its perimeter. The wetland area slightly upstream of the debris basin
contains dense areas of emergent wetland vegetation including cattails (Typha spp.), curly
dock (Rumex crispus), and sedges (Cyperace spp.), but was dry when ESA conducted a site
visit (ESA, 2009). Aerial photos show inundation of much of the wetland (NAIP, 2005),
and it is presumed that standing water seasonally ponds there. Barron Creek is culverted for
much of its extent downstream of the debris basin, but it does discharge into San Francisco
Bay at the Palo Alto Baylands Park. Discharge of sediment and hazardous materials from
construction work could enter these waters, and would result in significant impacts on
jurisdictional waters. These impacts would be mitigated to less than significant levels
through Mitigation Measure BIO-1.
d) No Impact. Areas around Gunn are heavily developed, and any historically present
terrestrial wildlife corridors have already been disrupted. Riparian corridors discussed in b)
and extensive areas of oak savanna west of Gunn provide connected habitats suitable for
migration of various wildlife species. Most developed areas of Palo Alto provide habitat for
urban wildlife in landscaped environments, but little native habitat exists to provide
significant wildlife movement corridors around the project area. Additionally, large roads
with moderate to high traffic volume restrict movement of many terrestrial wildlife species
through the project area. No impacts on wildlife corridors are anticipated by project
activities.
e) Less than Significant with Mitigation. Many large trees grow within the project area, and
proposed construction of new facilities may necessitate tree removal. Under the City of
Palo Alto Tree Preservation and Management Regulations (Municipal Code Section 8.10)
and the Tree Technical Memo (City of Palo Alto, 2001), trees designated as protected trees
or street trees are subject to several conditions before removal. A protected tree is:
• A coast live oak (Quercus agrifolia) or valley oak (Quercus lobata) tree greater
than 11.5 inches diameter at breast height (DBH)6;
• A redwood (Sequioa sempervirens) tree greater than 18 inches DBH; or
• Any tree designated a heritage tree by the Palo Alto city council.
• A street tree is any tree that grows within the publicly-owned street right-of-way.
Removal of any protected or street trees in the project area would be considered a
significant impact. These impacts can be mitigated to less-than-significant levels through
Mitigation Measure BIO-4.
Mitigation Measure BIO-4: PAUSD shall require its contractor(s) to implement the
following measures:
6 Diameter at breast height (DBH) is the diameter of the trunk of a tree 4.5 feet above natural grade.
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• Fulfill pre-construction requirements consistent with Section 2.15 of the City
of Palo Alto Tree Technical Memo, including establishment of a tree
protection and preservation plan; verification of tree protection; a pre-
construction meeting with the City Arborist, community representative, and
District Arborist to coordinate a tree replacement plan and protective fencing
for retained protected or street trees; establishment of tree protection zones for
retained trees; and trimming of any retained trees.
• Obtain a tree removal permit for removal of any street trees in the project area
by submitting the following to the City of Palo Alto:
1) Protected Tree Removal Application;
2) Application fees; and
3) Letter report from a certified arborist including tree species, location,
size (DBH, height and crown spread), condition, and life expectancy and
prognosis.
• Obtain a permit from the City of Palo Alto Department of Public works for any
construction activities occurring within the dripline7 of a street tree.
• Remove no more than 25 percent of a protected tree’s canopy during pruning
activities of retained trees, and remove no more than 25 percent of a protected
tree’s root mass during construction activities.
• Replace all removed street trees as specified by the City of Palo Alto’s Director
of Planning and Community Environment and in conjunction with standards
described in section 3.15-C in the City of Palo Alto Tree Technical Manual.
f) No Impact. The proposed project would not conflict with the provisions of an adopted
Habitat Conservation Plan, Natural Community Conservation Plan, or other approved local,
regional, or state habitat conservation plan. Mitigation Measures BIO-1, BIO-2, BIO-3, and
BIO-4 are designed to reduce cumulative impacts to special-status species and wetlands,
and avoid conflicts with any other local plans or ordinances.
Sources
California Department of Fish and Game (CDFG), California Natural Diversity Database for 7.5
minute topographic quadrangles of Mountain View, Palo Alto, Commercial Version,
accessed July, 2009.
CDFG, California Natural Diversity Database. Special Animals (901 Taxa),
www.dfg.ca.gov/biogeodata/cnddb/pdfs/SPAnimals.pdf, accessed May 18, 2009.
City of Palo Alto, Department of Planning and Community Environment, Tree Technical
Manual, 2001.
City of Palo Alto Municipal Code, Section 8.10,
www.cityofpaloalto.org/depts/clk/municipal_code.asp, accessed July 15, 2009.
ESA. 2009. Site reconnaissance, July 9, 2009.
7 Dripline area, as defined in the Tree Technical Manual, is the circular area underneath a tree with a radius equal to
ten times the tree’s trunk diameter.
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Initial Study September 2009
NAIP (National Agriculture Imagery Program), U.S. Department of Agriculture Farm Service
Agency, 2005.
Rathbun, G., and Scott, N., Personal communication: biology and management of the California
red-legged frog (Rana draytonii). Workshop sponsored by Alameda County Conservation
Partnership, 2009.
Zeiner, D.C., Laudenslayer, W.F., Mayer, W.E., and White, M., ed., California’s Wildlife,
Volume III, Mammals, California Department of Fish and Game, Sacramento, CA, 1990.
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Initial Study September 2009
Issues (and Supporting Information Sources):
Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporation
Less Than
Significant
Impact No Impact
5. Cultural Resources
Would the project:
a) Cause a substantial adverse change in the
significance of a historical resource as defined in
§15064.5?
b) Cause a substantial adverse change in the
significance of a unique archaeological resource
pursuant to §15064.5?
c) Directly or indirectly destroy a unique paleontological
resource or site or unique geologic feature?
d) Disturb any human remains, including those interred
outside of formal cemeteries?
Discussion
a) No Impact. CEQA Guidelines Section 15064.5 requires the lead agency to consider the
effects of a project on historical resources. A historical resource is defined as any building,
structure, site, or object listed in or determined to be eligible for listing in the California
Register of Historical Resources (CRHR), or determined by a lead agency to be significant
in the architectural, engineering, scientific, economic, agricultural, educational, social,
political, or cultural annals of California. The following discussion will focus on
architectural/structural resources. Archaeological resources, including archaeological
resources that are potentially historical resources according to Section 15064.5, are
addressed in b), below.
The Palo Alto Unified School District (PAUSD or District) was founded in 1893. The
District includes the City of Palo Alto, Stanford University, and areas of Los Altos Hills,
Palo Alto Hills, and Portola Valley within its attendance area. Gunn High School was
constructed in 1964 on an approximately 48-acre site northeast of the intersection of
Arastradero Road and Foothill Expressway. The school is comprised of 17 permanent
buildings clustered on the southern portion of the campus. These include the following:
Administrative Building, Student Activities Building, cluster of four buildings for language
and social studies instruction, cluster of four buildings for math and science instruction,
Resource Materials Building, Music Building, Art Building, Spangenberg Auditorium,
Business Education and Home Economics Building, Industrial Arts Building, and
Gymnasium. The original buildings were constructed in 1964, as described above, with a
new Library Building and Science facility added in 2003. The modern architectural style of
the campus buildings features single-story structures (with the exception of the Gym and
Spangenberg Auditorium) with exterior wood siding, small window openings, and attached
covered walkways supported by concrete columns and mansard roofs. Most of the southern
portion of the campus is paved with trees and other landscaping interspersed between the
buildings. All buildings with the exception of the interiors to the Gym, Spangenberg
Auditorium, Administration, and the old Library Building were fully renovated under the
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Building for Excellence Program. The campus also includes approximately 26 relocatable
classrooms.
Archival research revealed that none of the buildings on the Gunn campus are listed in the
federal, state, or local listings of historical resources. While the campus has not been
systematically surveyed or evaluated for any potential historical or architectural
significance, given the age of the campus, it would not meet the minimum threshold for
consideration for listing, which is generally 50 years of age or older. In addition, research
revealed no significant associations with important historical events, important persons, or
buildings with a high degree of architectural merit. Due to their relatively recent age and
general lack of historical and architectural merit, none of the buildings on the Gunn campus
appear eligible for listing in the federal, state, or local listings of historical resources. While
the proposed project would make a number of physical changes to the campus, no direct or
indirect impacts to historic architectural resources (either on or off-campus) as defined by
CEQA Section 15064.5 are anticipated. No mitigation measures would be necessary.
b) Less Than Significant with Mitigation. This section discusses archaeological resources,
both as historical resources according to Section 15064.5 as well as unique archaeological
resources as defined in Section 21083.2 (g).
A records search was conducted at the Northwest Information Center of the California
Historical Resources Information System (NWIC) at Sonoma State University on June 29,
2009 (File No. 08-1672) to: (1) determine whether known archaeological resources had
been recorded within a 0.5 mile radius of the project site; (2) assess the likelihood for
unrecorded archaeological resources to be present based on historical references and the
distribution of nearby archaeological sites; and (3) develop a context for the identification
and preliminary evaluation of cultural resources. During the records search, the following
sources for information on historical resources were reviewed: the California Inventory of
Historical Resources (OHP, 1976), California Historical Landmarks (DPR, 1996),
California Points of Historical Interest (DPR, 1992), and Historic Properties Directory
Listing (OHP, 2009). The Historic Properties Directory includes listings of the National
Register of Historic Places and the California Register of Historical Resources, and the
most recent listings of California Historical Landmarks and California Points of Historical
Interest. Historic topographic maps were also reviewed.
The project site is situated within the territory of the Costanoan—also referred to as
Ohlone—language groups. Eight Costanoan languages were spoken in an area extending
from the southern edge of the Carquinez Strait to portions of the Sur and Salinas Rivers
south of Monterey Bay (Levy, 1978). At the time of Euro-American contact, Ramaytush
speakers occupied the San Francisco Peninsula. Levy’s 1978 summary of Costanoan
lifeways describes territories as comprised of one or more land-holding groups, which
anthropologists named tribelets. The tribelet, or village community, was a nearly universal
characteristic throughout Native California, consisting of a principal village that was
occupied year-round and a series of smaller hamlets occupied intermittently or seasonally
(Kroeber, 1925). Tribelet territories were generally defined on the basis of physiographic
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features (e.g., river drainage systems) and stretched between 8 and 12 miles across.
Population densities within tribelets ranged from 50 to 500 people and were largely
determined by the carrying capacity of a tribelet’s territory. San Francisquito Creek, located
approximately 3.5 miles northwest of the project site, was one of the most densely occupied
watersheds along the San Francisco Peninsula during the prehistoric period. At the time of
Euroamerican contact, two or more Ohlone tribelets may have occupied this watershed at
the villages of puyšon and Ssiputca.
No archaeological resources have been recorded in the immediate project site. Two
archaeological sites have been recorded north of the project site along the south bank of
Matadero Creek (Bocek and Rutherford, 1985; Bocek, 1987). Both archaeological sites are
extensive shell middens with artifacts and human remains, likely related to a major
prehistoric occupation area along Matadero Creek. An ESA Registered Professional
Archaeologist surveyed the project site on August 22, 2009. The project site was walked in
transects spaced 10–20-meters apart. Visibility was moderate in the undeveloped area
nearest to the recorded archaeological sites. Exposed ground surface and rodent holes were
inspected for cultural materials. No cultural materials were located. The project site is in an
area mapped as bedrock. This geologic landform does not have the potential to contain
deeply-buried soils or paleosols that would have once been available for human use and
occupation.
The project site does not appear to contain archaeological materials; however the
possibility cannot be entirely discounted. The following mitigation measure would reduce
potential impacts to the inadvertent discovery of archaeological resources to a less-than-
significant level.
Mitigation Measure CUL-1: If previously unidentified cultural materials are
unearthed during construction, work shall halt in that area until a qualified
archaeologist can assess the significance of the find. Additional archaeological
survey will be needed if project limits are extended beyond the present study limits.
Prehistoric materials might include obsidian and chert flaked-stone tools (e.g.,
projectile points, knives, scrapers) or toolmaking debris; culturally darkened soil
(“midden”) containing heat-affected rocks, artifacts, or shellfish remains; and stone
milling equipment (e.g., mortars, pestles, handstones, or milling slabs); and battered
stone tools, such as hammerstones and pitted stones. Historic-era materials might
include stone, concrete, or adobe footings and walls; filled wells or privies; and
deposits of metal, glass, and/or ceramic refuse. If any find is determined to be
significant, the project proponent and the archaeologist will meet to determine the
appropriate avoidance measures. If the resources cannot be avoided they must be
evaluated for their eligibility to the California Register of Historical Resources.
c) Less Than Significant with Mitigation. Paleontological resources are the fossilized
remains of plants and animals, including vertebrates (animals with backbones),
invertebrates (e.g., starfish, clams, ammonites, and marine coral), and fossils of
microscopic plants and animals (microfossils). The age and abundance of fossils depend on
the location, topographic setting, and particular geologic formation in which they are found.
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Subsurface excavations into undisturbed soils and rock beneath the high school could
potentially disturb or destroy paleontological resources. Gunn High School is underlain by
the Santa Clara Formation, which is a sedimentary rock unit that is approximately 3.5 to
11 million years old and has yielded fossilized plants and animals in other locations in the
Bay Area. The University California Museum of Paleontology contains five records of
vertebrate fossils that originated in the Santa Clara Formation, including teeth and bone
fragments from several extinct species of hoofed mammals (UCMP, 2009). The closest of
these finds is on the Stanford Campus, approximately 2.5 miles northwest of the site. Plant
fossils found within the unit include petrified wood fragments as large as 60 cm in diameter
at Coal Mine Ridge in the Santa Cruz Mountains and a suite of plant fossils along Scott
Creek, approximately 8.5 miles southwest of the site (UCMP, 2009; USGS, 2000). Fossil
discoveries of this kind provide scientific value because they help establish a historical
record of past plant and animal life and can assist geologists in dating rock formations.
Because the Santa Clara Formation beneath Gunn High School has yielded vertebrate
fossils, it qualifies under the Society of Vertebrate Paleontology guidelines as a unit of high
paleontological potential8 (SVP, 2006). While no information exists to refute or confirm the
presence of fossils beneath the high school, disturbance or destruction of a paleontological
resource is a potentially significant impact if excavations for the project disturb the Santa
Clara Formation. Mitigation Measure CUL-2 would reduce this impact to a less than
significant level by informing earth moving crews on the appearance of fossils, procedures
to follow if any are discovered, and ensuring that a paleontologist assess the significance of
any fossil find, and recovers it, if appropriate.
Mitigation Measure CUL-2: Prior to the start of any subsurface excavations, all
construction forepersons and field supervisors shall receive training by a qualified
professional paleontologist, as defined by the SVP (1995), who is experienced in
teaching non-specialists, to ensure they can recognize fossil materials and will follow
proper notification procedures in the event any are uncovered during construction.
Procedures to be conveyed to workers include halting construction within 50 feet of
any potential fossil find and notifying a qualified paleontologist, who will evaluate its
significance. Training on paleontological resources will also be provided to all other
construction workers, but may involve using a videotape of the initial training and/or
written materials rather than in-person training by a paleontologist. If a fossil is
determined to be significant and avoidance is not feasible, the paleontologist will
develop and implement an excavation and salvage plan in accordance with SVP
standards (SVP, 1995; SVP, 1996).
d) Less than Significant with Mitigation. Based upon the records search, no human remains
are known to exist within the project site. The proposed project would involve ground-
disturbing activities; therefore the possibility that such actions could unearth, expose, or
disturb buried human remains cannot be entirely discounted. The following mitigation
measure would reduce potential impacts attributable to the inadvertent discovery of human
remains to a less-than-significant level.
8 Paleontological potential refers to the probability that a rock unit will yield a unique or significant paleontological
resource.
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Mitigation Measure CUL-3: If human remains are encountered unexpectedly during
construction excavation and grading activities, State Health and Safety Code Section
7050.5 requires that no further disturbance shall occur until the County Coroner has
made the necessary findings as to origin and disposition pursuant to PRC Section
5097.98. If the remains are determined to be of Native American descent, the coroner
has 48 hours to notify the Native American Heritage Commission (NAHC). The
NAHC will then identify the person(s) thought to be the Most Likely Descendent of
the deceased Native American, who will then help determine what course of action
should be taken in dealing with the remains.
Sources
Bocek, Barbara, Archaeological Site Record for CA-SCL-616. On file, Northwest Information
Center of the California Historical Resources Information System, Sonoma State
University, Rohnert Park, California, 1987.
Bocek, Barbara, and James Rutherford, Archaeological Site Record for CA-SCL-585. On file,
Northwest Information Center of the California Historical Resources Information System,
Sonoma State University, Rohnert Park, California, 1985.
California Department of Parks and Recreation (DPR), California Points of Historical Interest,
Office of Historic Preservation, Sacramento, California, 1992.
California Department of Parks & Recreation (DPR), California Historical Landmarks,
Sacramento: State of California, Resources Agency, 1996.
Kroeber, Alfred L., Handbook of the Indians of California. Bureau of American Ethnology
Bulletin 78. Smithsonian Institution, Washington, D.C., Reprinted 1976 by Dover, New
York, 1925.
Levy, Richard, Costanoan In California. Handbook of North American Indians, vol. 8, William
C. Sturtevant, general editor. 1978.
Society of Vertebrate Paleontology (SVP), Assessment and mitigation of adverse impacts to
nonrenewable paleontologic resources: standard guidelines, Society of Vertebrate
Paleontology News Bulletin, Vol. 163, pp. 22–27, 1995.
Society of Vertebrate Paleontology (SVP), Conditions of Receivership for Paleontologic Salvage
Collections, Society of Vertebrate Paleontology News Bulletin, Vol. 166, pp. 31–323,
February 1996.
United States Geological Society (USGS), Geologic map and map database of the Palo Alto 30’
X 60’ quadrangle, California, Prepared by Brabb E.E., Graymer R.W., and Jones D.L.,
USGS Miscellaneous Field Studies, Map MF-2332, Version 1.0, 2000.
University of California Museum of Paleontology (UCMP), Collections Database. Accessed
Online August 20, 2009 at: http://www.ucmp.berkeley.edu/science/collections.php.
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Issues (and Supporting Information Sources):
Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporation
Less Than
Significant
Impact No Impact
6. Geology and Soils
Would the project:
a) Expose people or structures to potential substantial
adverse effects, including the risk of loss, injury, or
death involving:
i) Rupture of a known earthquake fault, as
delineated on the most recent Alquist-Priolo
Earthquake Fault Zoning Map issued by the
State Geologist for the area or based on other
substantial evidence of a known fault? Refer to
Division of Mines and Geology Special
Publication 42.
ii) Strong seismic ground shaking?
iii) Seismic-related ground failure, including
liquefaction?
iv) Landslides?
b) Result in substantial soil erosion or the loss of topsoil?
c) Be located on geologic unit or soil that is unstable, or
that would become unstable as a result of the project,
and potentially result in on- or off-site landslide, lateral
spreading, subsidence, liquefaction, or collapse?
d) Be located on expansive soil, as defined in
Table 18-1-B of the Uniform Building Code (1994, as it
may be revised), creating substantial risks to life or
property?
e) Have soils incapable of adequately supporting the use
of septic tanks or alternative wastewater disposal
systems where sewers are not available for the
disposal of wastewater?
Setting
The City of Palo Alto is located along the southern portion of the San Francisco Peninsula. The
landscape is typical of much of the California Coast Ranges, characterized mainly by northwest
trending ridges and valleys of moderate topographic relief. The area is also characterized by
numerous active and potentially active faults, and frequent earthquakes. The San Andreas fault, a
major tectonic and structural feature of the Coast Range, that bisects the City’s foothill area,
forms the boundary between the North American and Pacific plates.
The greatest hazards associated with earthquakes are fault rupture and groundshaking, although
liquefaction hazards are significant east of U.S. Highway 101 due to the porous nature and
relatively shallow groundwater table. Other geologic hazards in Palo Alto may or may not include
landslides, expansive soils, settlement, and erosion. Landsliding may result from heavy rain,
erosion, removal of vegetation, or human activities. Settlement and subsidence due to
groundwater withdrawal has historically been a problem in south and east Palo Alto but has been
largely halted by groundwater recharge efforts and reduced pumping from local groundwater
resources. Seismically-induced flooding is a hazard due to the possibility of dam failure at Felt
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Lake, Searsville Lake, and Lagunita Reservoir, as well as from the potential for levee failure near
the San Francisco Bay.
Discussion
a.i) Less than Significant with Mitigation. Surface fault rupture is most commonly seen along
traces of active faults during major earthquakes and results in observable offsets on the
ground surface. On faults that generate horizontal movement (referred to as strike-slip
faults) this displacement along a fault trace can cause considerable damage to a structure,
even collapse. Non-structural damage from fault rupture includes distorted asphalt, severe
utility damage, distressed foundations and extensive service disruption for transportation
facilities. Surface fault rupture presents a substantial potential risk to people and property,
especially in the San Francisco Bay Area where there are several active faults.
The State of California, through the Alquist-Priolo Earthquake Fault Zoning Act (Alquist-
Priolo Act), prohibits the development of structures for human occupancy across active
fault traces9. Under the Alquist-Priolo Act, the California Geological Survey (CGS) must
establish zones on either side of the active fault that delimit areas most susceptible to
surface fault rupture. These zones are referred to as fault rupture hazard zones and are
shown on official maps published by the CGS.
The project site is located approximately five miles from the San Andreas fault. The project
site is not located in an Alquist-Priolo Earthquake Fault Zone, as defined by the CGS.
However, the project site is located in the immediate vicinity of the Stanford fault zone,
which is part of the front-range fault system. The location and levels of risk associated with
individual faults of the front-range fault system are not well defined and there is no known
displacement within the last 10,000 years. The location of the probable rupture area within
the Stanford fault zone is poorly defined; therefore, the level of risk associated with rupture
of the Stanford fault zone is essentially undefined (City of Palo Alto DEIR, 1996). From a
planning standpoint, the Stanford fault zone should be considered as potentially active with
associated zones of possible surface rupture. The ability to produce an earthquake large
enough to rupture the earth’s surface is significantly less certain along the Stanford fault
zone than that of the San Andreas fault because there is no documented historic record of
ground rupture.
The project site is located between two concealed fault traces of the Pulgas fault within the
frontal Stanford fault zone, a series of high angle thrust faults generally located along the
base of the low hills lying immediately west of the campus. The nearest mapped traces of
9 An active fault is defined by the State of California as a fault that has had surface displacement within Holocene
time (approximately the last 10,000 years). A potentially active fault is defined as a fault that has shown evidence
of surface displacement during the Quaternary (last 1.6 million years), unless direct geologic evidence demonstrates
inactivity for all of the Holocene or longer. This definition does not, of course, mean that faults lacking evidence of
surface displacement are necessarily inactive. Sufficiently active is also used to describe a fault if there is some
evidence that Holocene displacement occurred on one or more of its segments or branches (Hart, 1997).
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the Pulgas fault are located approximately 200 feet to the southwest and 400 feet to the
northwest of the site.
According to the geotechnical report prepared for Gunn (Cleary, 2009), the evidence for
Holocene activity on the Stanford fault zone, and specifically the Pulgas fault, is
inconclusive and thus a “very low likelihood” that proposed improvements would be
affected due to surface displacement on the fault.
Implementation of Mitigation Measure GEO-1 would ensure that impacts related to
surface rupture would be less than significant.
Mitigation Measure GEO-1: The proposed construction shall comply with site
specific recommendations made in design level geotechnical investigations by the
District’s geotechnical engineers. These recommendations shall be designed to
mitigate geologic hazards and shall become part of the project. The final seismic
considerations shall be submitted to and approved of by the Division of the State
Architect (DSA), prior to project commencement, to ensure compliance with the
most current California seismic building codes.
a.ii) Less than Significant with Mitigation. Seismic ground shaking is a significant hazard
within Palo Alto because of its close proximity to the San Andreas fault, the Hayward fault,
the front-range fault system, and several other faults within the Bay Area that have the
capability of producing a large magnitude earthquake. The level of shaking is influenced by
various factors including distance to the epicenter, underlying soil or bedrock conditions,
and the magnitude of the event.
In April 2008, a new earthquake forecast called the Uniform California Earthquake Rupture
Forecast (UCERF) was released that updated the earthquake forecast for the Bay Area.
Produced by the U.S. Geological Survey 2007 Working Group on California Earthquake
Probabilities (WG07), the UCERF evaluated the likelihood of one or more earthquakes of
moment magnitude 6.7 or higher occurring in the San Francisco Bay Area.10 The result of
the evaluation indicated a 63 percent likelihood that such an earthquake event will occur in
the Bay Area before 2037.
Within this 63 percent probability, the Hayward-Rodgers Creek and San Andreas Fault
systems are the two most likely fault systems to cause the event (UCERF, 2008).
Therefore, the proposed project would likely experience at least one major earthquake
(greater than moment magnitude 6.7) before 2037.
10 Moment magnitude is related to the physical size of a fault rupture and movement across a fault. The Richter
magnitude scale reflects the maximum amplitude of a particular type of seismic wave. Moment magnitude provides
a physically meaningful measure of the size of a faulting event (CGS, 1997).
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According to the CGS Probabilistic Seismic Hazard Assessment (PSHA), peak ground
acceleration at the project site could reach or exceed 0.6 g (CGS, 2009).11 The PSHA
identifies the hazard from earthquakes that geologists and seismologists agree could occur.
It is “probabilistic” in the sense that the analysis takes into consideration the uncertainties
in the size and location of earthquakes and the resulting ground motions that can affect a
particular site.
In addition, the Association of Bay Area Governments (ABAG) determined that ground
shaking at the project site would most likely be felt as very strong if a moment magnitude
7.2 earthquake were to occur on the San Andreas Fault Zone (ABAG, 2009).
Ground shaking from a moderate to strong earthquake could generate ground accelerations
at the proposed project site that could cause damage to structures, utilities, and/or
unsecured equipment and objects. Specifically, the proposed school buildings and
underground utilities could sustain structural damage, potentially causing injury to anyone
present during an earthquake event. Damage from ground shaking could include cracking
in walls and pavement and damage to exterior building elements.
Although some structural damage is typically not avoidable during an earthquake, current
building codes and construction ordinances have been established to protect against
building collapse and major injury during a seismic event. Implementation of Mitigation
Measure GEO-1 would ensure that the level of risk from ground shaking would be less
than significant.
a.iii) Less than Significant. Liquefaction is the sudden temporary loss of shear strength in
saturated, loose to medium dense, granular sediments subjected to ground shaking. It
generally occurs when seismically induced ground shaking causes pore water pressure to
increase to a point equal to the overburden pressure. Liquefaction can cause foundation
failure of buildings and other facilities due to the reduction of foundation bearing strength.
The State of California, through the Seismic Hazard Zonation Program, produces Seismic
Hazard Zone maps that identify areas of liquefaction and landsliding, as required by the
Seismic Hazards Mapping Act. These maps depict “areas where historical occurrence of
liquefaction, or local geological, geotechnical and ground water conditions indicate a
potential for permanent ground displacement such that mitigation as defined in Public
Resources Code Section 2693(c) would be required.” Mitigation is defined as “those
measures that are consistent with established practice and that will reduce seismic risk to
acceptable levels.”[PRC 2693(c)]
The CGS Seismic Hazard Zone map for the Palo Alto Quadrangle (CGS, 2006) shows a
narrow band of liquefaction running across the campus along the undergrounded Barron
Creek. This area begins at the Santa Clara Valley Water District detention basin on the
11 g is equivalent to the acceleration due to gravity, or 980 centimeters per second squared. Acceleration is scaled
against acceleration due to gravity or the acceleration with which a ball falls if released at rest in a vacuum (1.0 g).
Acceleration of 1.0 g is equivalent to a car traveling 100 meters (328 feet) from rest in 4.5 seconds.
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western boundary of the campus, runs between the existing gymnasium and football field,
and exits the campus near Los Robles Avenue.
The geotechnical investigation (Cleary, 2009) determined that proposed new building sites
are generally underlain by firm to very stiff sandy clay and medium dense to very dense
clayey sand, silty gravelly clayey sand and sandy clay gravel from the surface to the
maximum depth explored of 45 feet. Based on these conditions, the likelihood of soil
liquefaction during strong ground shaking is very low; however, the sand and clay layers
encountered in borings below the assumed high groundwater table (estimated to be at
25 feet) were conservatively analyzed for liquefaction-induced settlement.
The analysis calculated the theoretical liquefaction-induced settlements as less than an inch
a proposed building sites. Because the computed settlements would occur below a depth of
25 feet, the likelihood of significant surface manifestation from settlement at such depth is
low.
The proposed second gymnasium, as well as the relocated tennis and basketball courts, are
located in proximity to this liquefaction zone. Construction of these proposed facilities in
this area may lead to foundation failure during a seismic event. With implementation of
Mitigation Measure GEO-1, the potential impact associated with liquefaction would be
reduced to a less than significant level.
a.iv) Less than Significant. Slope failures, including landslides, include many phenomena that
involve the down-slope displacement and movement of material, either triggered by static
(i.e. gravity) or dynamic (i.e. earthquake) forces. Slope failure is dependent on degree of
incline, subsurface materials, precipitation, excavation, and seismicity. The type of failure
can include deep-seated massive slope movements or shallow slump type movements.
The project site is generally level and it is not located within an “earthquake-induced
landslide” zone according to the Seismic Hazard Zone map for the Palo Alto Quadrangle
(CGS, 2006). Therefore, the potential impact of slope failure would be considered less than
significant.
b) Less than Significant with Mitigation. Construction activities associated with the
proposed project would require earthmoving, grading, and compaction. These activities
may expose areas of soil that have previously been covered with asphalt, concrete, or
landscaping. This temporary loss of erosion control would expose bare soil, which would
be subjected to erosion by wind and storm water runoff. Concentrated water erosion, if not
managed or controlled, can eventually result in substantial soil loss and/or discharging of
sediment into utilities, adjacent lots, or nearby creeks and drainages. Excessive soil loss can
cause a potential threat to the structural integrity of structural foundations, earthen berms,
or engineered fills.
Stormwater discharges from construction activities that disturb one acre or more are
regulated by the local Regional Water Quality Control Board (RWQCB) and are subject to
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the permitting requirements of the National Pollutant Discharge Elimination System
(NPDES) General Permit for Discharges of Stormwater Runoff Associated with
Construction Activity (General Construction Permit). The General Construction Permit
requires the preparation and implementation of a Storm Water Pollution Prevention Plan
(SWPPP) for construction activities.
As fully described in Checklist Item 8, Hydrology and Water Quality, Mitigation
Measure HYD-1, the PAUSD would be required to develop and implement a SWPPP in
order to minimize potential erosion and subsequent sedimentation of storm water runoff.
This SWPPP would include Best Management Practices (BMPs) to control erosion
associated with grading, trenching, and other ground surface-disturbing activities.
Since BMPs have been recognized as methods to effectively prevent or minimize the
erosion, and the PAUSD will adhere to erosion control measures outlined in the SWPPP,
the potential for erosion impacts during the various projects would be less than significant.
c) Less than Significant with Mitigation. The upper soils at the project site were found to be
of variable density and strength, and are considered unsuitable for support of proposed
building foundations and slabs if left in place (Cleary, 2009). However, over-excavation
and replacement with engineered fill in compliance with the standards described in the
preliminary foundation recommendations would mitigate the potential for unstable soils to
affect the building foundations (Cleary, 2009). The potential landslide hazard for the
proposed project is discussed above in Section 6.a.iv. With implementation of preliminary
foundation recommendations and Mitigation Measure GEO-1, above, the potential hazard
from unstable soils would be considered less than significant.
Due to the generally high relative densities associated with the subsurface soils, soil
lurching and lateral spreadings are considered unlikely (Cleary, 2009)
d) Less than Significant with Mitigation. Preliminary foundation recommendations
indicated that upper sandy clay at the project site is considered to be moderately to highly
expansive based on its plasticity characteristics and laboratory test results (Cleary, 2009).
The effects of expansive soils could damage foundations and aboveground structures,
paved parking areas, and concrete slabs. Surface structures with foundations constructed in
expansive soils could experience expansion and contraction depending on the season and
the amount of surface water infiltration. The expansion and contraction due to the behavior
of expansive soils could exert enough pressure on the structures to result in cracking,
settlement, and uplift. Cleary indicates that the potential detrimental effects of expansive
soils may be largely eliminated through the proposed grading plan and replacement of well-
compacted engineered fill. Interior and exterior slabs should be supported on a cushion of
imported aggregate base to minimized expansive soil movements.
Recommendations given in the geotechnical reports require design and construction of the
proposed projects to follow engineering design criteria needed to improve and/or eliminate
settlement from expansive soils conditions.
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The design and construction of the proposed project in accordance with the engineering
recommendations of the preliminary foundation recommendation by Cleary, and
implementation of Mitigation Measure GEO-1, would ensure that the level of risk from
expansive soils would be less than significant.
e) No Impact. Implementation of the proposed project would not involve the use of septic
tanks or alternative wastewater treatment disposal systems to handle wastewater
generation. Therefore, no impact would result from project implementation.
Sources
Association of Bay Area Governments (ABAG), Earthquake Hazard Map for Palo Alto/Stanford,
Peninsula Segment of the San Andreas Fault System, www.abag.ca.gov/cgi-
bin/pickmapx.pl, accessed July 20, 2009.
California Geological Survey (CGS), Probabilistic Seismic Hazards Mapping Ground Motion
Page, http://redirect.conservation.ca.gov/cgs/rghm/psha/pshamap.asp, accessed July 10,
2009.
CGS, Seismic Hazard Zones, Palo Alto Quadrangle Official Map, October 18, 2006.
CGS, Special Studies Zones, Palo Alto Quadrangle Official Map, July 1, 1974.
California Public Resources Code, Division 2, Geology, Mines and Mining, Chapter 7.8, Seismic
Hazards Mapping, Section 2693(c).
City of Palo Alto, Comprehensive Plan Update, 1996.
City of Palo Alto, Draft and Final Environmental Impact Report, Comprehensive Plan Update,
1996.
Cleary Consultants, Inc., Geotechnical Investigation, Campus Improvements-Group 1, Gunn
High School, July 31, 2009.
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Issues (and Supporting Information Sources):
Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporation
Less Than
Significant
Impact No Impact
7. Hazards and Hazardous Materials
Would the project:
a) Create a significant hazard to the public or the
environment through the routine transport, use, or
disposal of hazardous materials?
b) Create a significant hazard to the public or the
environment through reasonably foreseeable upset
and accident conditions involving the release of
hazardous materials into the environment?
c) Emit hazardous emissions or handle hazardous or
acutely hazardous materials, substances, or waste
within one-quarter mile of an existing or proposed
school?
d) Be located on a site which is included on a list of
hazardous materials sites compiled pursuant to
Government Code Section 65962.5 and, as a result,
would it create a significant hazard to the public or the
environment?
e) For a project located within an airport land use plan
or, where such a plan has not been adopted, within
two miles of a public airport or public use airport,
would the project result in a safety hazard for people
residing or working in the project area?
f) For a project within the vicinity of a private airstrip,
would the project result in a safety hazard for people
residing or working in the project area?
g) Impair implementation of or physically interfere with
an adopted emergency response plan or emergency
evacuation plan?
h) Expose people or structures to a significant risk of loss,
injury or death involving wildland fires, including where
wildlands are adjacent to urbanized areas or where
residences are intermixed with wildlands?
Setting
Hazardous materials are handled and stored on a number of properties in Palo Alto, primarily in
the East Bayshore and San Antonia Road/Bayshore corridor, University Avenue/Downtown, the
South of Forest Area, and at the Stanford Research Park. Contamination has resulted from leaking
underground storage tanks, disposal of hazardous materials, and various industrial practices. Fuel
leak sites are concentrated in the areas of University Avenue/Downtown, South of Forest, the
Stanford Research Park, and along San Antonia Road, Alma Street, and El Camino Real.
The California Environmental Protection Agency, Department of Toxic Substances Control
(DTSC) is authorized by the United States Environmental Protection Agency (EPA) to enforce
and implement federal hazardous materials laws and regulations, including disposal and
transportation of hazardous materials.
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Discussion
a, b) Less than Significant with Mitigation. The Department of Toxic Substances Control
(DTSC) EnviroStor database listed one site at or in the vicinity of the school as having had
a past release to soil and/or groundwater (DTSC, 2009). The former Fairchild
Semiconductor site at 4001 Miranda Avenue is currently undergoing remediation. A land
use covenant was recorded in 2003 that prohibits the use of groundwater at the site as a
source of drinking water until groundwater cleanup standards have been achieved (SCCR,
2003). Water supply to the City of Palo Alto, and the project site, is provided by the San
Francisco Public Utilities Commission’s Hetch Hetchy water supply system, which is not
sourced from local groundwater supplies. Therefore, this contamination would not be
considered a hazard to development of the proposed project.
The proposed project includes re-grading in areas prior to new construction. Construction
would require the use of certain hazardous materials such as fuels, oils, solvents, and glues.
Inadvertent release of large quantities of these materials into the environment could
adversely impact soil, surface waters, or groundwater quality. However, implementation of
Mitigation Measure HAZ-1 would reduce the risk associated with hazardous materials
used during construction to a less than significant level.
Mitigation Measure HAZ-1: The PAUSD shall require its contractor(s) to use
construction best management practices typically implemented as part of its
construction activities to minimize the potential adverse effect of the project to
groundwater and soils from construction activities. These shall include the following:
• Follow manufacturer’s recommendations on the use, storage, and disposal of
chemical products used in construction;
• Avoid overtopping construction equipment fuel tanks;
• During routine maintenance of construction equipment, properly contain and
remove grease and oils; and
• Properly dispose of discarded containers of fuels and other chemicals.
c) Less than Significant with Mitigation. The project site consists of an existing high
school. As under existing conditions, proposed development on the campus, including new
classrooms, lounges, recreational facilities, and other associated educational facilities,
would involve storage and use of limited quantities of hazardous materials such as cleaners,
toners, correction fluid, paints, lubricants, kitchen and restroom cleaners, pesticides and
other maintenance materials, but not to the extent of causing a significant impact.
Construction and renovation of the various Master Plan projects would be completed in
phases over a period of several years with some of the work scheduled for the summer
months. Considering the types and quantities of hazardous materials used and stored, and
implementation of Mitigation Measure HAZ-1, the proposed project would not emit or
use acutely hazardous materials during either construction or operation that would
significantly impact the schools or immediate area.
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d) No Impact. The project site is not included on a list of hazardous materials sites compiled
pursuant to Government Code Section 65962.5; therefore, no impact would result (DTSC,
2009).
e, f) No Impact. The project site is not located within the boundaries of the Comprehensive
Land Use Plan (CLUP) for the Palo Alto Airport or within the vicinity of a private airstrip.
No element of the proposed project would result in a safety hazard related to air traffic.
g) Less than Significant. The proposed project would not impair implementation of, or
physically interfere with, an adopted emergency response plan or emergency evacuation
plan. Please also refer to Checklist Item 15, Traffic and Transportation for additional
discussion of emergency access.
h) No Impact. The project site is located in an urbanized area and is not intermixed with or
adjacent to wildlands. There are no elements of the proposed project that would increase
the potential for wildfires in the project vicinity. All new buildings would be required to
comply with all applicable fire code and fire suppression systems, and be approved by the
Division of State Architect for fire and life-safety compliance. Therefore, the proposed
project would not expose people or structures to significant risks associated with wildland
fires.
Sources
California Department of Toxic Substances Control (DTSC), EnviroStor Database,
www.envirostor.dtsc.ca.gov, accessed July 21, 2009.
City of Palo Alto, Comprehensive Plan Update, 1996.
City of Palo Alto, Draft and Final Environmental Impact Report, Comprehensive Plan Update,
1996.
County of Santa Clara, Comprehensive Airport Land Use Plan, Palo Alto Airport, adopted
November 19, 2008.
County of Santa Clara, Wildland Urban Interface Fire Area Map, February 24, 2009.
Santa Clara County Recorder (SCCR), Covenant and Environmental Restriction on Property,
4001 Miranda Avenue, Palo Alto, Document No. 17136705, June 25, 2003.
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Issues (and Supporting Information Sources):
Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporation
Less Than
Significant
Impact No Impact
8. Hydrology and Water Quality
Would the project:
a) Violate any water quality standards or waste
discharge requirements?
b) Substantially deplete groundwater supplies or interfere
substantially with groundwater recharge such that there would be a net deficit in aquifer volume or a lowering of the local groundwater table level (e.g., the production
rate of pre-existing nearby wells would drop to a level
which would not support existing land uses or planned
uses for which permits have been granted)?
c) Substantially alter the existing drainage pattern of the site or area, including through the alteration of the
course of a stream or river, in a manner which would
result in substantial erosion of siltation on- or off-site?
d) Substantially alter the existing drainage pattern of the site or area, including through the alteration of the course of a stream or river, or substantially increase the
rate or amount of surface runoff in a manner which
would result in flooding on- or off-site?
e) Create or contribute runoff water which would exceed the capacity of existing or planned stormwater drainage systems or provide substantial additional
sources of polluted runoff?
f) Otherwise substantially degrade water quality?
g) Place housing within a 100-year flood hazard area as
mapped on a federal Flood Hazard Boundary or Flood
Insurance Rate Map or other flood hazard delineation
map?
h) Place within a 100-year flood hazard area structures which would impede or redirect flood flows?
i) Expose people or structures to a significant risk of
loss, injury or death involving flooding, including
flooding as a result of the failure of a levee or dam?
j) Inundation of seiche, tsunami, or mudflow?
Setting
The City of Palo Alto is located in the watersheds of several creeks and drainageways, including
Adobe, Barron, Matadero, and San Francisquito Creeks. The Santa Clara Valley Water District
regulates creekside development and provides flood control services in the City of Palo Alto.
Barron Creek begins in the foothills of Los Alto Hills and flows northwest through Palo Alto
until it joins Adobe Creek just west U.S. Highway 101. Barron Creek is in a relatively natural
state southwest of the project site. A flood control project was completed in 1996 that diverts
excess flows from the creek into Matadero Creek during large storm events. Barron Creek flows
in an underground culvert across the project site beginning at a Santa Clara Valley Water District
retention basin on the western boundary of the campus.
Most of the urban core of Palo Alto is located within the Federal Emergency Management
Agency (FEMA) Flood Zone X. These areas are outside the 100-year flood zone, but within the
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500-year flood zone. Some areas are located within Special Flood Hazard Areas, which are
subject to flooding in the event of a 100-year flood.
Groundwater in Palo Alto is contained in both shallow and deep aquifers formed in the alluvial
deposits of streams running from the foothills to the San Francisco Bay. Historical saltwater
intrusion in the shallow aquifers along the bay has largely been reversed as alternative sources of
water have been secured for irrigation and other purposes. Surface water bodies in and around the
City include Felt, Searsville, Boronda, and Arastradero RoadLakes and the Lagunita Reservoir.
Discussion
a) Less than Significant with Mitigation. The proposed project could result in potential
water quality impacts during construction phases. Construction activities involving soil
disturbance, excavation, cutting/filling, stockpiling, and grading activities could result in
increased erosion and sedimentation to surface waters, which could produce contaminated
stormwater runoff, a major contributor to the degradation of water quality.
Project construction would also involve use of motorized heavy equipment, including
trucks and other construction vehicles that require fuel, lubricating grease, and other fluids.
Accidental chemical release or spill from a vehicle or equipment could affect surface water.
Such spills could also wash into nearby storm drains or infiltrate into soil affecting
groundwater quality. However, the volume of material would not be significant; therefore
runoff and groundwater pollution resulting from use of construction vehicles is considered
minimal. Furthermore, implementation of standard construction procedures and precautions
as discussed under Section 7, Hazards and Hazardous Materials, would ensure that
impacts related to construction vehicle pollutants would be less than significant.
The NPDES permit program under the Federal Clean Water Act controls water pollution by
regulating point and nonpoint sources that discharge pollutants into “waters of the U.S.”
Authority for NPDES permitting has been delegated by the federal government to the
California State Water Resources Control Board (SWRCB), which has nine regional
boards; the San Francisco Bay Regional Water Quality Control Board (RWQCB) regulates
water quality in the project area.
The Santa Clara Valley Urban Runoff Pollution Prevention Program (SCVURPPP) is an
association of thirteen cities and towns in the Santa Clara Valley (including Palo Alto),
together with Santa Clara County and the Santa Clara Valley Water District. Program
participants share a common permit to discharge stormwater to South San Francisco Bay.
The RWQCB issued the SCVURPPP its first NPDES permit in 1990, and reissued the
permit in 1995. In 2001, the SCVURPPP was reissued its third NPDES permit and
provision C.3 of the permit was also revised to address post-construction and some
construction phase impacts of new and redevelopment projects on stormwater quality.
Provision C.3 calls for enhancement of the existing performance standard to increase the
effectiveness of existing implementation, primarily by: 1) setting volume and flow based
hydraulic sizing criteria for stormwater treatment measures; 2) setting minimum sizes of
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new development and redevelopment projects which must employ the treatment measures;
3) creation of a program to assure the adequate operation and maintenance of treatment
measures occurs; 4) creation of standards for source control measures and site design
measures which can lead to reduced impervious surface for a given equivalent land use;
and 5) development of a process and criteria to limit changes in the runoff hydrograph for
new and redevelopment, where those changes could have a harmful effect on downstream
beneficial uses by excessive erosion of the bed and bank of downstream watercourses.
Stormwater discharges from construction activities on one acre or more are regulated by the
RWQCB and are subject to the permitting requirements of the NPDES General Permit for
Discharges of Stormwater Runoff Associated with Construction Activity (General
Construction Permit). The General Construction Permit requires the preparation and
implementation of a SWPPP for construction activities. As described in Checklist Item 6,
Geology and Soils, above, the SWPPP must be prepared before the construction begins, and
in certain cases, before demolition begins. The SWPPP must include specifications for
BMPs that would need to be implemented during project construction. BMPs are measures
that are undertaken to control degradation of surface water by preventing soil erosion or the
discharge of pollutants from the construction area. The SWPPP must describe measures to
prevent or control runoff after construction is complete and identify procedures for
inspecting and maintaining facilities or other project elements.
The proposed project would disturb approximately 2.4 acres (DLM, 2009), exceeding the
NPDES one-acre threshold; therefore, the PAUSD would be required to apply to the
RWQCB for the General Construction Permit and comply with the SCVURPPP NPDES
requirements that apply to “significant redevelopment” projects. Implementation of a
SWPPP as required by Mitigation Measure HYD-1 would ensure that the proposed
project would not violate any water quality standards or waste discharge requirements and
reduce potential impacts to a less than significant level.
Mitigation Measure HYD-1: The PAUSD shall apply for coverage under the State
General Construction Permit to comply with federal NPDES regulations. The
NPDES and State General Construction Permit require a project applicant to develop
and implement a Storm Water Pollution Prevention Plan (SWPPP) that identifies
appropriate construction BMPs in order to minimize potential sedimentation or
contamination of storm water runoff generated from the project site. BMPs could
include, without limitation, silt fences, gravel or sand bag berms, storm drain inlet
protection, soil stockpile protection, preservation of existing vegetation, use of straw
mulch, dust control, and others. The SWPPP shall also include any additional
measures identified in the Santa Clara Valley Urban Runoff Pollution Prevention
Program, as required. The District shall adhere to the identified BMPs as well as the
waste discharge and stormwater requirements outlined in the permit.
b) Less than Significant. Preliminary geotechnical investigation of the project site indicated
that the uppers soils are considered unsuitable for proposed building foundations and slabs
and would require excavation and replacement with engineered fill to a depth of at least 3.0
feet below the ground surface (see Section 6, Geology and Soils). The water level was
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encountered in borings at depths of 25 to 30 feet. Therefore, the potential for intercepting
groundwater and depleting groundwater supplies or recharge through excavation or
subsurface foundations is considered to be low. Water supply to the City of Palo Alto is
provided by the City Utilities Department through purchases from the San Francisco Public
Utilities Commission’s Hetch Hetchy water supply system. The proposed project would not
involve depletion of groundwater supplies; however, it would increase the amount of
impervious surface area and thereby reduce the potential amount of groundwater recharge.
As mentioned above, the proposed project would have to comply with the C.3 requirements
which include measures for reducing the amount of flow from offsite and using
biofiltration improvements to the extent possible. Adherence to these requirements would
reduce the amount of offsite runoff volumes and create a less than significant impact to
groundwater supplies.
c, d) Less than Significant with Mitigation. Proposed new structures and other improvements
on the project site would not alter existing drainage patterns, nor would there be any
alteration to the existing Santa Clara Valley Water District retention basin located on the
western boundary of the campus. Although soil erosion could occur due to project
construction, the resulting operational surface runoff rates would not significantly increase
due to the generally flat topography of the project site and the relatively small net increase
in impervious surface areas occurring during each individual phase of the Master Plan. The
potential for accelerated runoff flow rates or flooding would be low. The use of BMPs and
adherence to SWPPP and NPDES permit requirements as described in Mitigation
Measure HYD-1, above, would reduce potential erosion and flooding impacts to a less
than significant level.
e) Less than Significant with Mitigation. As discussed above, the surface runoff rates
resulting from operation of individual phases of the Master Plan would not significantly
increase due to the generally flat topography of the project site and the relatively small net
increase in impervious surface area. Stormwater runoff would flow from the project site
into the City of Palo Alto’s stormwater drainage system, which would be adequate to
handle any increase in flows resulting from the proposed project. In addition, stormwater
treatment measures required as part of the NPDES permit described in Mitigation
Measure HYD-1, including, but not limited to, vegetated swales, detention basins, and
landscape infiltration systems, must be hydraulically sized to treat a specified amount of
runoff, and they must include provisions to meet ongoing maintenance needs. Therefore,
the project’s impact on the stormwater drainage system would be less than significant.
f) Less than Significant with Mitigation. As discussed in a) and c) above, construction is the
only phase of the proposed project that could affect water quality. Stormwater runoff would
be controlled on-site using standard engineering practices and as required by Mitigation
Measure HYD-1. Therefore, substantial degradation of water quality would not be
expected and the proposed project’s impact would be less than significant.
g, h) Less than Significant. According to the FEMA Flood Insurance Rate Map covering the
project area, a narrow band designated as Zone A runs across the project site above Barron
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Creek, which is undergrounded in a culvert (FEMA, 2009). This area begins at the Santa
Clara Valley Water District retention basin on the western boundary of the campus, runs
between the gymnasium and football field, and exits the campus near Los Robles Avenue.
Zone A areas are subject to flooding by the one percent annual chance flood, which is a
flood event that has a one percent chance of occurring in any given year (also known as the
100-year flood). No base flood elevations have been determined for Zone A areas. The
proposed project would include construction of new basketball and tennis courts that may
be located within small sections of this zone. These improvements are not anticipated to
significantly impede or redirect flood flows on the project site; therefore the impact would
be considered less than significant.
i) No Impact. The project site is not located within any dam failure inundation area;
therefore, no impact would occur.
j) No Impact. Although tsunamis could occur and cause tidal surges in San Francisco Bay,
these events are extremely rare and the project site is located sufficiently far enough away
from the Bay shoreline that tsunamis would not impact the project site. No water bodies
large enough to cause a seiche are located in the vicinity of the project site. The potential
for mudflows or landslides is discussed under Section 6, Geology and Soils. No impact
would occur due to inundation of seiche or tsunami.
Sources
City of Palo Alto, Comprehensive Plan Update, 1996.
City of Palo Alto, Draft and Final Environmental Impact Report, Comprehensive Plan Update,
1996.
Deems Lewis McKinley, Gunn High School, Site Perviousness, 2009.
Federal Emergency Management Agency (FEMA), Flood Insurance Rate Map (FIRM), Santa
Clara County, Map Number 06085C0019H, May 18, 2009.
Santa Clara Valley Urban Runoff Pollution Prevention Program, www.scvurppp-wk2.com,
accessed July 14, 2009.
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Issues (and Supporting Information Sources):
Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporation
Less Than
Significant
Impact No Impact
9. Land Use and Planning
Would the project:
a) Physically divide an established community?
b) Conflict with any applicable land use plan, policy, or
regulation of an agency with jurisdiction over the
project (including, but not limited to the general plan,
specific plan, local coastal program, or zoning
ordinance) adopted for the purpose of avoiding or
mitigating an environmental effect?
c) Conflict with any applicable habitat conservation plan
or natural community conservation plan?
Setting
Gunn High School is located on an approximately 48-acre site northeast of the intersection of
Arastradero Road and Foothill Expressway. The campus includes 17 permanent buildings
clustered on the southern portion of the campus. Adjacent land uses include residential areas on
the north and east, Alta Mesa Cemetery on the south, and the Veterans Affairs (VA) Palo Alto
Health Care Systems campus on the west.
Local Plans and Policies
The following policies from the Land Use and Community Design Element and the Community
Services and Facilities Element of the City of Palo Alto Comprehensive Plan are relevant to the
proposed project:
Policy L-5: Maintain the scale and character of the City. Avoid land uses that are overwhelming
and unacceptable due to their size and scale.
Policy L-7: Evaluate changes in land use in the context of regional needs, overall City welfare
and objectives, as well as the desires of surrounding neighborhoods.
Policy L-48: Promote high quality, creative design and site planning that is compatible with
surrounding development and public spaces.
Policy L-61: Promote the use of community and cultural centers, libraries, local schools, parks,
and other community facilities as gathering places. Ensure that they are inviting and
safe places that can deliver a variety of community services during both daytime and
evening hours.
Policy L-71: Strengthen the identity of important community gateways, including entrances to the
City at…Embarcadero Road at El Camino Real.
Policy C-4: Maintain a close, collaborative relationship with the PAUSD to maximize the use of
school services and facilities for public benefit, particularly for young people,
families, and seniors.
Policy C-5: Recognize the importance of schools to the social and economic vitality of the City.
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Policy C-6: Continue and enhance City efforts to assist PAUSD in anticipating and addressing
land development-related school enrollment impacts.
The General Plan designates the project site as School District Lands. This land use designation
applies to properties owned or leased by public school districts and used for educational,
recreational, or other non-commercial, non-industrial purposes. Floor area ratio may not exceed
1.0. The campus is zoned PF-Public Facilities, which is designed to accommodate governmental,
public utility, educational, and community service or recreational facilities.
The California Constitution (Article 9, Section 6), prohibits the PAUSD, as a component of the
state’s public school system, from being placed under the jurisdiction of a local government.
Therefore, the PAUSD is exempt from the requirement to comply with local land use controls,
including local general plans and zoning ordinances, within the District’s boundaries. However,
the PAUSD attempts to ensure its Master Plan is compatible with the goals and policies of the
City of Palo Alto to the extent feasible. Goals of the Master Plan are listed below:
• Give organization and structure to the campus
• Create a hierarchy of open space
• Utilize in-between spaces—preserve open space
• Create edges to open space and buildings
• Define and articulate building entries
• Provide growth strategies—consolidate departmental functions
Discussion
a, b) Less Than Significant. The land uses proposed as part of the Master Plan would represent
a continuation of established public education land uses that have existed on the project site
for several decades. The project therefore would not deviate from established development
patterns on the project site or in the vicinity. New development would be designed in
keeping with the predominant styles of the existing campus architecture. As such, the new
uses proposed as part of the project would be consistent with, and would represent an
enhancement of, existing educational uses on the Gunn campus.
While the proposed Master Plan would represent changes and improvements to the existing
campus, the proposed project would not cause a significant adverse land use impact.
Furthermore, all potential physical environmental effects of the proposed project on
adjacent land uses during construction (including traffic, noise, air quality) are addressed
and mitigated where required to the extent feasible throughout this environmental
document.
The campus improvements and educational uses proposed as part of the project would not
substantially conflict with the goals and policies in the City of Palo Alto Comprehensive
Plan. Moreover, although not bound by local land use ordinances, project components
proposed by the PAUSD would nonetheless be consistent with the land use designation and
zoning for the campus. The project would also require review and approval by Board of
Education and would be required to meet design criteria established by the Department of
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General Services, Division of the State Architect, which is responsible for review of the
architectural plans and construction documents.
In conclusion, the proposed project would not disrupt or divide the physical arrangements
of existing uses and activities that surround them, nor would the proposed physical changes
displace any businesses, residences, or other uses. Therefore, land use impacts are
considered less than significant and no mitigation is required.
c) No Impact. As discussed in Section 4, Biological Resources, no Habitat Conservation Plan,
Natural Community Conservation Plan, or other approved local, regional, or state habitat
conservation plan exist within the project boundaries.
Sources
City of Palo Alto, Comprehensive Plan Update, 1996.
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Issues (and Supporting Information Sources):
Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporation
Less Than
Significant
Impact No Impact
10. Mineral Resources
Would the project:
a) Result in the loss of availability of a known mineral
resource that would be of value to the region and the
residents of the state?
b) Result in the loss of availability of a locally-important
mineral resource recovery site delineated on a local
general plan, specific plan or other land use plan?
Discussion
a, b) No Impact. According to the Santa Clara County General Plan, the project site does not
contain any known mineral resources. No impact would result.
Sources
Santa Clara County, General Plan 1995-2010, adopted December 20, 1994.
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Issues (and Supporting Information Sources):
Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporation
Less Than
Significant
Impact No Impact
11. Noise
Would the project result in:
a) Expose persons to or generate noise levels in excess
of standards established in the local general plan or
noise ordinance, or applicable standards of other
agencies?
b) Exposure of persons to or generation of excessive
groundborne vibration or groundborne vibration
levels?
c) A substantial permanent increase in ambient noise
levels in the project vicinity above levels existing
without the project?
d) A substantial temporary or periodic increase in
ambient noise levels in the project vicinity above
levels existing without the project?
e) For a project located within an airport land use plan
or, where such a plan has not been adopted, within
two miles of a public airport or public use airport,
would the project expose people residing or working in
the project area to excessive noise levels?
f) For a project within the vicinity of a private airstrip,
would the project expose people residing or working in
the project area to excessive noise levels?
Discussion
a) Less Than Significant with Mitigation. The California Department of Education (CDE)
requires all school districts to select school sites that provide safety and support learning.12
Because the CDE recognizes that unwanted sound can be distracting and can present an
obstacle to learning, the CDE requires school districts to consider noise in the site selection
process.13 The School Site Selection and Approval Guide document recommends that this
be accomplished with an assessment of noise from major roadways and railroads during
environmental review of school construction.14 If PAUSD considers a potential school site
near a freeway or other source of noise, CDE recommends hiring an acoustical engineer to
determine the level of sound that the location is subjected to and to assist in designing the
school. The American Speech Language-Hearing Association (ASLHA) guidelines
recommend that in classrooms sounds dissipate in 0.4 seconds or less (and not reverberate)
and that background noise not rise above 30 dBA.15 While PAUSD has not adopted any
specific interior noise standard for its classrooms, other districts, such as Los Angeles
Unified have adopted an interior standard of 45 dBA.
12 California Department of Education (CDE), Regulations (CCR Tit. 5, Div. 1, Ch. 13 Subchapter 1, Article 2
§14010 “Standards for School Site Selection”)
13 CDE Regulations (CCR Tit. 5, Div. 1, Ch. 13 §14010(q))
14 CDE, School Facilities Planning Division. 2001. School Site Selection and Approval Guide. March.
15 Ibid.
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Long-term (24-hour) noise monitoring was conducted at two locations on the Gunn campus
to determine the existing noise environment of proposed locations of new classrooms.
The first location monitored was the location of the proposed Group 1, six-classroom
building. Noise sources in this area are dominated by vehicle traffic on Arastradero Road
which is approximately 100 feet from the southern building façade. Daytime hourly
average noise levels at this location ranged from 63 to 67 dBA with a (logarithmic) average
of 64 dBA.
The second location monitored was the location of the proposed Group 1, 2-story, 28-
classroom building. Noise sources in this area are dominated by students as there are no
roadways within several hundred feet of this location. Daytime hourly average noise levels
at this location ranged from 49 to 58 dBA with a (logarithmic) average of 53 dBA.
Standard building construction methods typically result in an exterior to interior noise
reduction of 15 to 20 dBA (HUD, 2004), which would be insufficient to meet the
recommended goals of the ASLHA. The location of the 28-classroom building could
achieve the generally accepted 45 dBA standard for interior residential spaces without
special insulation considerations. Consequently, classroom buildings will need to be
designed to incorporate sound insulation sufficient to maintain interior noise levels
appropriate for a classroom.
Mitigation Measure NOI-1: The PAUSD shall collaborate with a certified
acoustical engineer to assist in design and verification of noise insulation measures
for the classrooms proposed under the Master Plan.
b) Less than Significant with Mitigation. In discussing whether the project would expose
people to severe noise via airborne or ground-borne vibrations, this analysis examines the
impact of construction activities associated with the project on the existing sensitive
receptors in the vicinity of the site.
Ground-borne vibration from activities that involve “impact tools,” especially pile driving
could produce significant vibration. It is unknown, at the Master Plan level, whether pile
driving would be required for two-story classroom buildings to meet seismic code. Pile
driving can result in typical peak particle velocities (PPV) of 0.64 inches per second at a
distance of 25 feet, which would exceed the criteria published by the U.S. Department of
Transportation (DOT) of 0.2 inches per second for the protection of non-engineered timber
and masonry buildings and 0.3 inches per second for concrete and masonry buildings with
no plaster. Distances of 55 and 42 feet are required for the attenuation of pile driving
vibrations to below these respective building protection thresholds. The nearest existing
buildings to the proposed building locations are adjacent language classrooms,
approximately 30 feet away. The nearest residences would be located over 300 feet away
from any proposed building locations and would not be susceptible to building damage
from pile driving activity. Consequently, the potential for adjacent building damage would
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be a concern at the nearest adjacent classrooms if installation of piles were a necessary
construction method and mitigation measures are recommended.
Vibration levels can also result in interference or annoyance impacts to residences or other
land uses where people sleep, such as hotels and hospitals. Vibration annoyance impact
criteria published by U.S. DOT relative to daytime residential land uses (the most
applicable use listed to a classroom) are established in terms of vibration decibels (VdB).
VdB’s are generally used when evaluating human response to vibrations, as opposed to
structural damage, where PPV is the more commonly used descriptor. Vibration decibels
are established relative to a reference quantity, typically 1 x 10-6 inches per second.16
The criterion for vibration annoyance established by U.S. DOT for daytime residential uses
(again, the most applicable use listed to a classroom) is 78 VdB. Pile driving can result in
typical vibrations of 104 Vdb at a distance of 25 feet. The nearest residence to the proposed
two-story classrooms would be located approximately 300 feet away at which distance
vibrations from pile driving activities would be reduced to 72 Vdb. This would be a less
than significant vibration impact to the nearest residences. However, annoyance impacts
would be a concern at the nearest adjacent classrooms if installation of piles were a
necessary construction method and therefore, mitigation measures are recommended.
Mitigation Measure NOI-2: To reduce potential structural damage impacts from
pile driving (if necessary), PAUSD shall employ the following measures:
• Verify the construction method of adjacent buildings of concern. If buildings
are constructed of reinforced concrete, steel or timber without plaster, these
structures can withstand vibrations of up to 0.5 PPV without structural damage.
If located at a distance of at least 30 feet from pile locations potential structural
impacts would be considered less than significant.
• Use alternative driving methods. If adjacent buildings are non-engineered
timber and masonry buildings or concrete and masonry buildings with no
plaster then alternative driving methods may be employed to reduce vibration
impacts to a less than significant level. Use of a sonic (or vibratory) pile driver
can result in typical vibration levels being reduced from 0.644 feet per second
to 0.170 feet per second (U.S. DOT, 2006). Alternatively pile holes may be
pre-drilled to reduce vibrations.
Mitigation Measure NOI-3: To reduce the potential for annoyance impacts from
pile driving (if necessary) at occupied adjacent classrooms, PAUSD shall have the
contractor schedule any pile driving activities during the summer or winter breaks or
other times when classrooms within a 150-foot radius are unoccupied. Additionally,
any required pile driving should be restricted to daytime hours.
c) Less than Significant. Future development of the site could generate noise from motor
vehicle trips as well as from stationary sources (i.e., HVAC equipment etc.) that could
adversely affect nearby noise-sensitive land uses.
16 Ibid.
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Noise from air handling equipment would be located more than 300 feet away from the
nearest sensitive receptor and would be no different than the existing equipment located on
campus buildings. Given the presence of other noise sources between the site and the
nearest residential receptors, noise from air handling equipment would not represent a
significant noise impact.
Noise level projections from roadway traffic increases were made using traffic data and the
TNM version 2.5 Lookup Noise Prediction Model of the Federal Highway Administration
(FHWA) for those road segments that would experience the greatest increase in traffic
volumes and/or that would pass nearest to residential areas. The model is based on the
TNM reference noise factors for automobiles, medium trucks, heavy trucks, and buses with
consideration given to vehicle volume, speed, roadway configuration, and distance to the
receiver.
The results of the modeling are presented in Table 2 for existing and existing plus project
scenarios. The traffic analysis indicates that the proposed project would generate
approximately 532 total daily vehicle trips. This traffic would be distributed over the local
street network and would affect roadside noise levels. For the modeling effort, a.m. peak
hour traffic volumes during weekdays were used as a worst-case analysis because the
proposed project would contribute more traffic to the a.m. peak hour than to the a.m. peak
hour. Modeled existing noise levels shown in Table 2 correspond to a distance of 50 feet
from the centerline of applicable roadway segments.
As presented in Table 2, roadway traffic noise increases resulting from the proposed project
would be less than 1 dBA. Generally, even in a laboratory environment, increases of less
than 1 dBA are too small to be detected by the human ear (Caltrans, 1998). Consequently,
increases in roadway noise resulting from the proposed project would be less than
significant.
TABLE 2
TRAFFIC NOISE INCREASES IN ROADSIDE LEQ
Road Segment Existing
Existing +
Project
Contribution of
Proposed Project
1. Arastradero Road (between Foothill Expressway and
Old Trace Road) 63.4 63.4 0.0
2. Arastradero Road (between Gunn Driveway and Donald
Drive) 65.3 65.4 0.1
3. Foothill Expressway (between Arastradero Road and
Edith Avenue) 68.3 68.3 0.0
a These listed values represent the modeled existing noise levels from mobile sources along specified roadways and are based on traffic
data. Road center to receptor distance is assumed to be 50 feet. The speed limit for these segments is assumed to be 25 miles per hour
except for Arastradero Road 45 miles per hour for Foothill Expressway.
SOURCE: ESA, 2009.
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d) Less than Significant with Mitigation. Noise standards are typically addressed in Title 24,
local General Plan policies and local noise ordinance standards. The City of Palo Alto
Noise Ordinance (Section 9.10.060 of the Municipal Code) establishes construction noise
regulations in the City. The noise ordinance restricts the allowable hours for construction to
between 8:00 a.m. and 6:00 p.m. on weekdays. Construction may occur on weekends
between 9:00 a.m. and 5:00 p.m. on Saturdays. Construction activities are prohibited on
Sundays and holidays. In addition, no individual pieces of construction equipment are
allowed to exceed 110 dBA at a distance of 25 feet.
Construction of future buildings would involve demolition of some existing structures at the
site and the construction of one and two-story classrooms and renovations of existing
buildings. Various types of equipment would be used for demolition and construction
purposes. Some of this equipment would generate relatively steady-state noise levels, such as
the noise from diesel engines, and other equipment would generate impulse or impact noise.
Construction noise levels at and near locations on the project site would fluctuate
depending on the particular type, number, and duration of use of various types of
construction equipment. The effect of construction noise depends upon how much noise
would be generated by construction, the distance between construction activities and the
nearest noise-sensitive uses, and the existing noise levels at those uses.
Table 3 presents typical noise levels generated by construction equipment. As shown in
Table 3, the noisiest phases of (non-pile driving) construction would generate
approximately 88 Leq at 50 feet. Pile driving, if necessary, would generate noise levels of
approximately 101 dBA at 50 feet. All of these construction equipment noise levels would
be consistent with the restriction of the City’s municipal code.
The receptors nearest to the proposed construction activities would be adjacent classrooms.
The nearest residences to proposed construction activities would be located 300 feet from
the proposed gymnasium.
TABLE 3
TYPICAL CONSTRUCTION EQUIPMENT NOISE EMISSION LEVELS
Equipment Noise Level (Leq)a
Shovel (Excavator) 82
Back Hoe 80
Concrete pumps 82
Jack Hammer 88
Pneumatic tools 85
Truck 88
Pile Driving 101
a Estimates correspond to a distance of 50 feet from the piece of equipment. SOURCE: U.S. Department of Transportation, Transit Noise and Vibration Impact
Assessment, May 2006.
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While construction-related noise would be within the limits established by the City’s noise
ordinance, construction noise could be a nuisance to the nearest sensitive receptors.
Consequently, mitigation measures are recommended to reduce noise impacts of project
construction on adjacent sensitive receptors.
Mitigation Measure NOI-4: Construction contractors shall be required to follow
appropriate time restrictions consistent with the City’s Municipal Code. Specifically,
it is recommended that contractors be required to limit noisy construction activities,
including related on-road truck use in the immediate project vicinity, to the hours of
8:00 a.m. to 6:00 p.m. on weekdays. No construction shall be allowed on Sundays
and legal holidays. In addition, although not required, it is recommended that the use
of impact tools (e.g., hoe-ram, jackhammers, pile driver) be limited to the hours of
8:00 a.m. to 5:00 p.m.
Construction Related Noise Attenuation Measures
• Notify adjacent residents of any planned pile-driving activities, as well as any
particularly noisy activity that would affect them for a given short period of
time so they can plan their activities accordingly.
• Ensure that all diesel equipment is equipped with effective mufflers, in
accordance with the manufacturer’s specifications, and that the mufflers are in
good repair.
• Use temporary noise barriers along the perimeter of the sites, to the maximum
extent feasible during demolition and grading activities.
• Locate stationary noise-generating equipment such as generators and
compressors as far as possible from the nearest residential property line.
• Locate any construction trailers or offices as far from the adjacent residential
uses as possible.
Implementation of the above mitigation measures would reduce the impact to less than
significant levels.
e, f) No Impact. There are no public use airports or private air strips within a two mile radius of
the project site. Consequently, there are no noise or vibration impacts associated with these
uses that would occur on the project site.
Sources
Caltrans, Technical Noise Supplement, 1998.
U.S. Department of Transportation, Federal Traffic Administration (FTA), Transit Noise and
Vibration Impact Assessment, May 2006.
U.S. Department of Housing and Urban Development, Office of Community Planning and
Development, The Noise Guidebook, updated, August, 2004.
Initial Study
Gunn High School Master Plan 69 ESA / 209002
Initial Study September 2009
Issues (and Supporting Information Sources):
Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporation
Less Than
Significant
Impact No Impact
12. Population and Housing
Would the project:
a) Induce substantial population growth in an area, either
directly (for example, by proposing new homes and
businesses) or indirectly (for example, through
extension of roads or other infrastructure)?
b) Displace substantial numbers of existing housing,
necessitating the construction of replacement housing
elsewhere?
c) Displace substantial numbers of people, necessitating
the construction of replacement housing elsewhere?
Discussion
a) Less than Significant. As described in the Project Description, the purpose of the proposed
project is to renovate existing aging facilities, and to provide additional building capacity,
as well as various infrastructure and site access/circulation/landscaping upgrades consistent
with the Master Plan. Student enrollment is anticipated to incrementally increase within the
PAUSD over the time period of the Master Plan buildout in 2017. However, the proposed
project would not, in itself, induce student growth within the PAUSD, but rather, better
accommodate existing and planned student enrollment within the PAUSD. Furthermore,
utility infrastructure improvements are intended to improve utility service at the project
site, and would not be oversized to potentially serve additional growth within the area.
b, c) Less than Significant. The proposed project would not displace any existing housing or
generate a demand for housing elsewhere. Furthermore, the project would not result in a
displacement of people from the project site. No impact would result.
Sources
PAUSD, Gunn High School Master Plan, 2009.
Lapkoff & Gobalet Demographic Research, Inc., Enrollment Forecasts for PAUSD Middle and
High Schools, January 12, 2009.
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Initial Study September 2009
Issues (and Supporting Information Sources):
Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporation
Less Than
Significant
Impact No Impact
13. Public Services
Would the project:
a) Result in substantial adverse physical impacts
associated with the provision of new or physically
altered governmental facilities, need for new or
physically altered governmental facilities, the
construction of which could cause significant
environmental impacts, in order to maintain
acceptable service ratios, response times, or other
performance objectives for any of the public services:
i) Fire protection?
ii) Police protection?
iii) Schools?
iv) Parks?
v) Other public facilities?
Setting
Fire Protection Services
Fire protection services to the project site are provided by the City of Palo Alto Fire Department.
The Fire Department has approximately 122 employees and staffs seven full time stations located
throughout the City and on the Stanford University campus. To provide coverage in the sparsely
developed hillside areas, an additional fire station in the foothills is operated during summer
months when fire danger is high. Service areas for the Fire Department include the Stanford
University campus, the Stanford Linear Accelerator Center (SLAC), and unincorporated areas of
Santa Clara County. The nearest fire station to the Gunn campus is Fire Station No. 5 at 600
Arastradero Road, which is approximately one-mile from the campus. The City also has mutual
aid agreements with Menlo Park, Mountain View, Los Altos, and Woodside.
In fiscal year 2007-08, the Fire Department responded to an average of 21 calls per day. The
average response time for fire calls was 6 minutes 48 seconds, and the average response time for
medical/rescue calls was 5 minutes 24 seconds. There were more than 4,500 medical/rescue
incidents and 192 fire incidents (including 43 residential structure fires) in 2007-2008. The Fire
Department also performed 1,277 fire inspections and 406 hazardous materials inspections.
Police Protection Services
Law enforcement services to the project site are provided by the Palo Alto Police Department.
The Police Department has 169 personnel; it shares Special Weapons and Tactical (SWAT)
Teams with Los Altos and Mountain View and provides dispatching to the Stanford University
Police through the City’s Communications Center.
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Initial Study September 2009
The Police Department handled more than 58,700 calls for service in fiscal year 2007-08, or
about 161 calls per day. The average response time for emergency calls is 4 minutes 32 seconds.
Police Department statistics show 127 reported crimes per 1,000 residents, with 87 reported
crimes per officer last year. The Police Department is located at 275 Forest Avenue,
approximately four miles from the Gunn campus.
Public Schools
The PAUSD attendance area includes the City of Palo Alto, Stanford University, and areas of
Los Altos Hills, Palo Alto Hills, and Portola Valley. The PAUSD consists of twelve elementary
schools (grades K-5), three middle schools (6-8), and two high schools (9-12). In addition, the
District operates a pre-school, Young Fives program, a self-supporting Adult School, the Hospital
School at Stanford’s Lucille Packard Children’s Hospital, and summer school. The total District
enrollment for the 2008/2009 school year is 11,431.
Discussion
a.i-ii) Less than Significant. The proposed project would result in construction of new buildings
and other site improvements to accommodate anticipated enrollment increases through
buildout of the Master Plan in 2017. While no off-site access improvements are proposed,
parking and drop-off areas would be reconfigured as part of the project to improve
vehicular, pedestrian, and bicycle circulation and safety on the campus. The proposed
project would be required to comply with all applicable requirements of the California Fire
Code, and be consistent with the California Building Code regarding life safety issues,
including emergency vehicle access. In addition, during the construction document phase,
all plans would be subject to review and approval by the Division of State Architect for a
fire and life-safety compliance review. In consideration of these factors, the proposed
project would not adversely affect the ability of the Palo Alto Fire and Police Departments
to maintain adequate fire and police protection services, or result in the need for expanded
public services that would result in the need for new or expanded facilities.
a.iii) No Impact. There are no elements of the proposed project that would adversely affect
public schools. Consequently, no impact is anticipated.
a.iv) Less than Significant. Refer to Section 14, Recreation, for a discussion of the need for
additional park and recreational facilities, and the potential environmental impacts
associated with the provision of new facilities.
a.v) Less than Significant. The proposed project would not adversely affect any other public
services in the City of Palo Alto.
Sources
City of Palo Alto, City Auditor, Annual Report on City Government Performance, Service Efforts
and Accomplishments Report FY 2007-2008, Summary, January 2009.
City of Palo Alto, Comprehensive Plan Update, 1996.
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Gunn High School Master Plan 72 ESA / 209002
Initial Study September 2009
City of Palo Alto, Draft and Final Environmental Impact Report, Comprehensive Plan Update,
1996.
City of Palo Alto, Fire Department, www.cityofpaloalto.org/depts/fir/news, accessed July 22,
2009.
City of Palo Alto, Police Department, www.cityofpaloalto.org/depts/pol/news, accessed July 22,
2009.
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Gunn High School Master Plan 73 ESA / 209002
Initial Study September 2009
Issues (and Supporting Information Sources):
Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporation
Less Than
Significant
Impact No Impact
14. Recreation
Would the project:
a) Would the project increase the use of existing
neighborhood and regional parks or other recreational
facilities such that substantial physical deterioration of
the facility would occur or be accelerated?
b) Does the project include recreational facilities or
require the construction or expansion of recreational
facilities which might have an adverse physical effect
on the environment?
Setting
The City of Palo Alto owns and operates 28 neighborhood and district parks totaling
approximately 190 acres. They range in size from one-half to two-acre mini-parks to “district”
parks that serve the entire community and feature playing fields, picnic grounds, and community
centers. Many parks feature specialized facilities such as tennis courts, basketball courts, skate
bowls, community gardens, dog exercise areas, and par courses. The City also owns and operates
several large open space preserves such as Foothills Park. The Recreation Division provides
numerous programs, classes, and special events. Recreation facilities include community centers,
pools (including the new Gunn High School Aquatic Center), and a teen center. The City also
maintains PAUSD athletic fields and tennis courts at all elementary and middle school sites and
manages public use of those facilities. The City of Palo Alto brokers all city athletic fields, tennis
courts and Palo Alto Unified School District school fields. Park Services also maintains school
athletic fields and tennis courts at all elementary and middle school sites. Parks in the vicinity of
Gunn High School include Bol, Briones, and Terman Parks.
Discussion
a, b) Less than Significant. Implementation of the proposed project over buildout of the Master
Plan in 2017 and associated incremental increase in student population at the project site
would not substantially increase the use of existing neighborhood or regional parks in the
vicinity or cause substantial physical deterioration of those facilities.
Construction of the new gymnasium is proposed to occur in the area currently occupied by
tennis and basketball courts. Some or all of these facilities would be temporarily disrupted
during construction of the new gym. Approximately 45 other tennis courts located at other
schools and parks throughout the City of Palo Alto (including four at nearby Terman Park)
would be available for use by the public during the closure of Gunn’s courts. New tennis
and basketball courts would be constructed in areas adjacent to the new gym. Any potential
environmental effects associated with the construction and operation of these recreational
facilities are discussed in this environmental document and mitigated to a less than
significant level.
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Initial Study September 2009
Sources
City of Palo Alto, Community Services Department, www.cityofpaloalto.org/depts/csd, accessed
July 22, 2009.
City of Palo Alto, Comprehensive Plan Update, 1996.
City of Palo Alto, Draft and Final Environmental Impact Report, Comprehensive Plan Update,
1996.
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Initial Study September 2009
Issues (and Supporting Information Sources):
Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporation
Less Than
Significant
Impact No Impact
15. Transportation/Traffic
Would the project:
a) Cause an increase in traffic which is substantial in
relation to the existing traffic load and capacity of the
street system (i.e., result in a substantial increase in
either the number of vehicle trips, the volume-to-
capacity ratio on roads, or congestion at intersections)?
b) Exceed, either individually or cumulatively, a level of
service standard established by the county congestion
management agency for designated roads or
highways?
c) Result in a change in air traffic patterns, including
either an increase in traffic levels or a change in
location that results in substantial safety risks?
d) Substantially increase hazards due to a design feature
(e.g., sharp curves or dangerous intersections) or
incompatible uses (e.g., farm equipment)?
e) Result in inadequate emergency access?
f) Result in inadequate parking capacity?
g) Conflict with adopted policies, plans, or programs
supporting alternative transportation (e.g., bus
turnouts, bicycle racks)?
Setting
Gunn High School is located on Arastradero Road immediately east of Foothill Expressway. The
school has one primary entrance from Arastradero Road at the southeastern corner of the campus.
The driveway includes two lanes in each direction and is signalized. A secondary driveway is on
Miranda Avenue.
Existing Traffic Volumes and Intersection Lane Configurations
Four study intersections that would be most affected by project traffic were selected for analysis:
1. Arastradero Road and Foothill Expressway
2. Arastradero Road and Miranda Avenue
3. Arastradero Road and School Driveway
4. Arastradero Road and Donald/Terman Road
The study intersections were analyzed during weekday a.m. peak-hour traffic conditions. Peak
traffic conditions, which would coincide with school traffic, typically occur during the morning
commute periods (between 7:00 a.m. and 9:00 a.m.). Intersection operations were evaluated for
the one hour during the morning peak period for which the highest traffic volumes were
measured.
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Initial Study September 2009
Vehicle counts at the driveway were conducted at the start and end of the school day on a Friday
in March (March 16, 2009). The counts included inbound and outbound vehicles, as well as count
of parked cars by location.
Morning drop-offs and afternoon pick-ups are part of the student commute. Under existing
conditions, over 550 vehicles are inbound (includes both drop-offs and parking) to the site in 30
minutes and over 700 in less than 90 minutes as illustrated in Figure 11. Inbound traffic from the
east on Arastradero Road is backed-up out of the right turn lane into the right or curb lane for
several blocks. The backup lasted for approximately 15- to 20-minutes and peaked just before the
first class.
During observations, vehicles were primarily dropping-off and picking-up at the front of the
school as illustrated at Location B in Figure 11. Drives followed the entrance road north, turned
left into the drop-off area and then exited back on to Arastradero Road. The entrance includes two
northbound lanes to the beginning of the drop-off lane. At that point, one lane turns left into the
drop-off area while the other continues northerly to student and staff overflow parking areas.
Vehicles leaving the rear parking areas are routed through the drop-off area to Arastradero Road.
Parking at the high school is currently concentrated in three locations as show in Figure 11. The
school has a total of 461 parking spaces. Lots D, E, F, and G, with a total of 147 parking spaces
are reserved for staff and visitors (part of lot G). Lot I with 17 spaces on the west side of the
campus is reserved for staff. Lots A, B, and C with the majority of the parking (294 spaces) are
located toward the rear of the site and are used for staff overflow and students.
Parking demand at the high school fluctuates very little over the course of the day, but generally,
the lots in close proximity to the campus buildings (Lots D, E, and G) can exceed capacity
periodically as people arrive and depart during the day, The student lots, particularly Lot A,
generally has 60 to 80 spaces available throughout the day. As a whole, the school had a peak
parking demand for approximately 440 parking spaces (95 percent).
Existing Intersection Operations
The operations of roadway facilities are described with the term Level of Service. Level of Service
(LOS) is a qualitative description of traffic flow based on such factors as speed, travel time, delay,
and freedom to maneuver. Six levels are defined from LOS A, as the best operating conditions, to
LOS F, or the worst operating conditions. LOS E represents “at-capacity” operations. When
volumes exceed capacity, stop-and-go conditions result, and operations are designated as LOS F.
Level of Service Calculation Method. The level of service calculation methodology for
intersections is dependent on the type of traffic control device, traffic signals or stop signs. The
level of service methodology used in this analysis bases a signalized intersection’s operation on the
average control delay calculated using methods described in Chapter 16 of the 2000 Highway
Capacity Manual (Transportation Research Board, 2000). The average delay for signalized
intersections was calculated using Synchro analysis software and is correlated to a LOS designation
as shown in Table 4. The level of service standard (i.e., minimum acceptable operations) for the
City of Palo Alto is LOS D.
Gunn High School Master Plan . 209002
Figure 11
AM and PM Peak Hour Intersection Volumes
and Parking Count Summaries
SOURCE: Wilson (2009). Merci. LL
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TABLE 4
SIGNALIZED INTERSECTION LEVEL OF SERVICE DEFINITIONS
Level of
Service
Average Control Delay
Per Vehicle
(Seconds) Description
A ≤ 10.0 Operations with very low delay occurring with favorable progression
and/or short cycle length.
B 10.1 to 20.0 Operations with low delay occurring with good progression and/or
short cycle lengths.
C 20.1 to 35.0 Operations with average delays resulting from fair progression and/or
longer cycle lengths. Individual cycle failures begin to appear.
D 35.1 to 55.0
Operations with longer delays due to a combination of unfavorable
progression, long cycle lengths, and high V/C ratios. Many vehicles
stop and individual cycle failures are noticeable.
E 55.1 to 80.0
Operations with high delay values indicating poor progression, long
cycle lengths, and high V/C ratios. Individual cycle failures are
frequent occurrences.
F > 80.0 Operations with delays unacceptable to most drivers occurring due to
over-saturation, poor progression, or very long cycle lengths.
SOURCE: Transportation Research Board, 2000 Highway Capacity Manual.
Existing Intersection Levels of Service. The existing lane configurations, signal phasing, and
peak-hour turning movement volumes were used to calculate the level of service for the study
intersections. The results of the level of service analysis are presented in Table 5. Two of the
study intersections are currently operating at acceptable LOS D: Arastradero Road intersections
with Foothill Expressway and at Donald Road under a.m. peak hour conditions. The intersections
of Arastradero Road at Miranda Avenue and the Gunn High School Driveway, however, are
operating at unacceptable LOS F under existing conditions.
TABLE 5
EXISTING INTERSECTION AM PEAK-HOUR LEVELS OF SERVICE (LOS)
ANDAVERAGE VEHICLE DELAY (seconds/vehicle)a
Existing
Intersection Delay LOS
Arastradero Road and Foothill Expressway 42.7 D
Arastradero Road and Miranda Avenue >120 F
Arastradero Road and School Driveway >120 F
Arastradero Road and Donald/Terman Road 42.4 D
a LOS calculations performed for using SYNCHRO and the 2000 Highway Capacity Manual operations
analysis methodology.
SOURCE: Wilson (2009).
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Pedestrian and Bicycle Facilities
Pedestrian facilities include sidewalks, crosswalks, and pedestrian signals. The existing school
site currently contains pedestrian facilities. School route crosswalks exist on Arastradero Road at
its intersections with Miranda Avenue, the Gunn High School Driveway, and Donald Drive.
There is a crosswalk with a pedestrian signal phase across the driveway and across Arastradero
Road on the west side. The pedestrian phase across the driveway runs concurrent with the
westbound through and right-turn vehicle movements on Arastradero Road. This puts all
pedestrian traffic across the driveway at conflict with inbound right-turns in the morning
commute period. Similarly pedestrian and bicycle traffic crossing Arastradero Road using the
eastbound crosswalk is in conflict with vehicles making right-turns out of the driveway.
Bicycle facilities include bike paths, bike lanes, and bike routes. Bike paths are paved trails that
are separated from the roadways. Bike lanes are lanes on roadways that are designated for use by
bicycles by striping, pavement legends, and signs. Bike routes are roadways that are designated
for bicycle use with signs, but no separate lane width. Within the vicinity of the project site, there
are bike lanes on Miranda Avenue and Arastradero Road. Bike paths are present along the
property boundary with the Veterans Hospital and between Los Altos Road and Arastradero
Road.
Bicycle counts were conducted at the start and end of the school day on a Monday in March
(March 16, 2009). The counts included both inbound and outbound bicycles by location, as well
as count of parked bicycles by location.17
Bicycle counts, illustrated in Figure 12, reveal that approximately 400 students bicycle to school.
Approximately 73 percent (285 students) entered from the rear of the school property at Los
Robales/Gerogia/McGregor. At the main entrance, 11 percent (44 students) approached from the
east on Arastradero Road and 6 percent (23 students) approached from the west. The remaining
10 percent (37 students) entered from Miranda Road or the bike trail on the western edge of the
campus. Outbound bicycle traffic in the afternoon is much less focused in that departures occur
over a much longer period as student leave the campus over a more extended period. Directions
are generally reversed from morning arrivals.
By comparison, counts conducted by the Parent Teacher Association (PTA) on a warmer day,
have documented upwards of 600 students bicycling to school, roughly 50 percent more than was
counted in March.
Bike cages are generally located at three points in the central area of the campus, including near
the library, near the science building, and near the student center.
17 It should be noted that both vehicle and bicycle counts represent a worst-case scenario as the weather was cold in
March. Mode-shift would occur as weather improves (i.e., more bicycling and walking would occur on a warm
day).
Gunn High School Master Plan . 209002
Figure 12
Bicycles and AM/PM Peak Period
Pickup/Dropoff Volumes
SOURCE: Wilson (2009)
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Initial Study September 2009
Transit Facilities
Bus service in Santa Clara County is operated by the Santa Clara Valley Transportation Authority
(VTA). Route 88 is a local bus route that provides service between the Palo Alto Veterans
Hospital and Colorado/Middlefield Roads. It operates with additional service when school is in
service to accommodate students. Route 88 stop is directly in front of Gunn High School on
Arastradero Road.
In addition, the PAUSD makes unused seats on its Bus Routes J, Y, and Z buses available to high
school students for a fee.
Discussion
a, b) Less than Significant with Mitigation. Implementation of the proposed project over
buildout of the Master Plan in 2017 and associated incremental increase in student
population at the project site would increase trips to the high school. The vehicle trip
generation for the proposed project is presented in Table 6. Vehicle trip generation for the
proposed improvements was estimated based on trip generation rates published in the
Institute of Transportation Engineers Trip Generation (8th edition). The proposed high
school expansion is estimated to generate approximately 82 net new morning vehicle trips
(57 inbound and 25 outbound) at the school driveway.
TABLE 6
AM PEAK HOUR TRIP FORECAST
Existing Student
Population
Forecast 2018 Student
Population Net Increase in Tripsa
Net Inbound/Outbound
Trips
1,948 2,259 82 57/25
a Trip generation was based on the trip generation rates published in ITE Trip Generation, 8th edition.
SOURCE: Wilson (2009), ITE (2008)
The vehicle trip distribution pattern for the proposed project was estimated based on the
existing travel patterns of students and faculty from the traffic counts conducted in March
2009.
Project Conditions
Project conditions are defined as existing conditions plus traffic added by the proposed
project. Project impacts are then identified by comparing the LOS results under project
conditions to those under existing conditions.
The results of the LOS analysis for project conditions are summarized in Table 7; turning
movement counts and LOS calculations are presented on-file at the District. With the
addition of project-generated traffic, the study intersections would continue to operate at
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Initial Study September 2009
TABLE 7
EXISTING AND PROJECT LEVELS OF SERVICE (LOS)a
Intersection
Existing Project
Delay LOS Delay LOS
AM Peak Hour
Arastradero Road and Foothill Expressway 42.7 D 42.7 D
Arastradero Road and Miranda Avenue >120 F >120 F
Arastradero Road and School Driveway >120 F >120 F
Arastradero Road and Donald/Terman Road 42.4 D 44.2 D
a LOS calculations performed for using SYNCHRO and the 2000 Highway Capacity Manual operations analysis
methodology.
SOURCE: Wilson (2009)
the same acceptable levels of service during the a.m. peak hour as they do under existing
conditions. Two of the study intersections are currently operating at acceptable LOS D:
Arastradero Road intersections with Foothill Expressway and at Donald Road under a.m.
peak hour conditions. The intersections of Arastradero Road at Miranda Avenue and the
Gunn High School Driveway, however, are operating at unacceptable LOS F under existing
conditions. Under Existing Plus Project Conditions, the delay would increase at the study
intersections, and the project would contribute to these unacceptable levels during the a.m.
peak hour.
Cumulative Conditions
The Arastradero Road corridor is effectively at capacity now and further increases in
demand would expand the peak in terms of length of time but not peak volumes. The
Arastradero Road corridor is at capacity and traffic is metered into and out of it at both
ends (El Camino Real and Foothill Expressway) during the morning and evening commute
periods. Under Cumulative Conditions, the delay would increase at the study intersections,
and the project would contribute to these unacceptable levels during the a.m. peak hour.
Implementation of Mitigation Measures TRAN-1 and TRAN-2 would reduce the
project’s contribution to vehicle delays on Arastradero Road by moving students to
alternative modes of transportation by including additional measures in their
comprehensive Traffic Demand Management (TDM) Program. The goal of the TDM
program is to not increase traffic volumes to the high school as the student body increases.
Mitigation Measure TRAN-1: PAUSD shall require Gunn High School to set up a
carpool matching program for students. The program should be well advertised at the
beginning of the school year and the service should remain available throughout the
school year. Ideally a match person/scheduler would be available at all time to react
to changing driver schedules (vacation, sickness etc.) as needed.
Initial Study
Gunn High School Master Plan 83 ESA / 209002
Initial Study September 2009
Mitigation Measure TRAN-2: PAUSD shall require Gunn High School to continue
the existing TDM program. The TDM program shall include the following:
• No net increase in the number of onsite parking spaces relative to 2009 (461
parking spaces);
• No increase in student parking permits relative to 2009;
• Direct bicycle access via Georgia and Los Robles versus Arastradero Road to
remove bicycle traffic from the main driveway to improve existing intersection
level of service;
• Locate bicycle racks in convenient areas to facilitate ease of queues, safety, and
accessibility;
• Provide maps at the start of the school year illustrating preferred bicycle access
routes;
• Extend arrivals over a longer period of time by getting students to school
before the peak rush. Consider providing study areas or breakfast incentives or
similar to encourage student to arrive a little before school starts.
Construction Period
Construction of the proposed modifications to the school is anticipated to commence in
summer 2010, and would be conducted in phases. Construction activities that would
generate offsite traffic would include the initial delivery of construction vehicles and
equipment to the project site, the daily arrival and departure of construction workers, and
the delivery of materials throughout the construction period, and removal of construction
debris. Deliveries would include shipments of concrete, lumber, and other building
materials for onsite structures, utilities (e.g., irrigation and plumbing equipment, electrical
supplies) and paving and landscaping materials.
Construction-generated traffic would be temporary, and therefore, would not result in any
long-term degradation in operating conditions on any project roadways. The impact of
construction-related traffic would be a temporary and intermittent lessening of the
capacities of project area streets because of the slower movements and larger turning radii
of construction trucks compared to passenger vehicles. However, given the proximity of the
project site on and near major arterials (Arastradero Road, Foothill Expressway) and to El
Camino Real, construction trucks would have relatively easy and direct routes. Most
construction traffic would be dispersed throughout the day. Thus, the temporary increase
would not significantly disrupt daily traffic flow on any of the study area roadways.
Although the impact would be less than significant, truck traffic could have some adverse
effect on traffic flow in the study area. As such, the transport of construction materials and
equipment should be limited to off-peak traffic periods. This measure should be
incorporated by the school district into the contract specifications documents to ensure
implementation by the construction contractor(s).
Initial Study
Gunn High School Master Plan 84 ESA / 209002
Initial Study September 2009
c) No Impact. The proposed school would not change air traffic patterns, increase air traffic
levels or result in a change in location that would result in substantial safety risks. There
would be no project effect.
d) Less than Significant with Mitigation. The project would result in an increase in vehicle
trips, as well as an increase in pedestrian traffic within the project site and on local
roadways, and correspondingly, would increase the potential for interaction between these
travel modes.
Sidewalks currently exist on roadways adjacent to the project site. To further improve
pedestrian circulation, pedestrian walkways would be enhanced from the sidewalk and all
passenger loading/unloading zones to the main entrance to the campus site.
Bicycle access to the high school would increase as student population increases. Assuming
the same rate of bicycle use as observed in the March 2009 counts, the projected number of
cyclists at buildout of the Master Plan would be approximately 485. The high school would
continue to encourage bicycling to campus as part of their Transportation Demand
Management program and further through Mitigation Measure TRAN-2, and thus would
provide adequate and secure bicycle parking, in the form of bicycle cages, at convenient
and commute entrances.
Circulation and parking aisles at the high school would continue to serve both one-way and
two-way traffic and provide both angled and perpendicular parking spaces. The aisles
would be designed to be wide enough for maneuvering all types of passenger vehicles.
Morning drop-offs observed approximately 365 vehicles dropping off students on campus.
Assuming the percentage of drop-offs remains constant as the enrollment increases, a
future student population is forecasted to result in approximately 450 drop-offs during the
morning commute period. A queue of approximately 1,100 feet (in two lanes) would be
required to accommodate the projected drop-offs.
Based on the residential distribution of existing students and transit routes, the school
would generate pedestrian traffic through the neighborhood and along roadways that front
the school property. The existing sidewalks on all street frontages would accommodate the
pedestrian traffic.
Implementation of Mitigation Measures TRAN-3 and TRAN-4 would reduce onsite
circulation impacts to less-than-significant levels.
Mitigation Measure TRAN-3: PAUSD shall incorporate the following measures
into the project site’s final internal circulation design:
• The drop-off lane shall be designed to accommodate queuing onsite during the
morning commute period without blocking driveways or the Arastradero Road
entrance;
Initial Study
Gunn High School Master Plan 85 ESA / 209002
Initial Study September 2009
• Internal driveway approaches shall be painted red to prohibit stopping and
maintain sight-distance;
• Internal roadway curbs shall be painted red to prohibit stopping;
• Internal circulation would use a curbside drop-off zone, which shall be painted
white and striped with a lane to allow vehicles to pass on the left-side of
loading/unloading vehicles;
• The loading zone shall be marked with signs/pavement markings that make
vehicles aware of pedestrian and loading activities;
• Signs and pavement markings (i.e., painted arrows) shall designate directional
flow through the parking lot.
Mitigation Measure TRAN-4: PAUSD shall integrate the following measures to
reduce potential queuing impacts:
• Circulate informational flyers to parents and students that discuss onsite
circulation patterns and designated parking areas;
• Encourage drivers with disabled passengers that would require longer dwell
times (i.e., wheelchair users) to use ADA parking spaces for loading/unload;
• Use staff to monitor and direct onsite traffic during peak drop-off/pick-up times
both before and after school (i.e. 7:45 a.m. to 8:00 a.m.).
With implementation of the above mitigation measures, there would be no apparent
circulation design features that would create a traffic safety hazard or significantly increase
the potential for conflicts between vehicles, pedestrians and bicycles.
e) Less than Significant. The proposed Master Plan would not alter the ingress, egress to the
high school. The driveway as designed in the site plan would provide adequate emergency
access. There would be no blockage of access or traffic pattern disturbance that would
significantly affect emergency access. Red curb will be used along interior roadways and
driveways to provide sufficient response time for emergency vehicles. The fire lane must
be a minimum of 18 feet in width and must be kept clear at all times. The project’s effect
would be less than significant.
f) Less than Significant with Mitigation. The City of Palo Alto requires one parking space
for every five students, plus one space for each four teaching stations. The proposed daily
population for the high school is approximately 2,300 students and 92 teachers (1 for every
25 students), thus requiring 483 parking spaces. Using the current parking demand of
approximately 440 spaces on a typical weekday, the future demand rate with buildout of
the Master Plan would be approximately 533 spaces, however, with implementation of
Mitigation Measure TRAN-2, the future parking demand would be reduced through TDM
measures; therefore, the project’s effect would be less than significant.
Initial Study
Gunn High School Master Plan 86 ESA / 209002
Initial Study September 2009
The high school has an existing parking demand management program which limits student
driving to campus though permits. The program is enforced through cooperation with the
City police, which uses parking enforcement (tickets) to ensure adherence to the program.
g) Less than Significant with Mitigation. The project is located in an established urban area,
and buildout of the Master Plan would not conflict with adopted policies, plans, or
programs supporting alternative transportation.
The increase in students and employees could increase the use of alternative transportation
modes. The high school has, and will continue to implement, a Transportation Demand
Management (TDM) program that shifts students to alternative modes of travel through
implementation of Mitigation Measure TRAN-2. Decreasing the volume of vehicular
traffic to the school through the promotion of alternative modes of travel, including
carpooling, biking, or use of public transit, is fundamental to any TDM program. The
project’s effect would be less than significant with mitigation.
Sources
Institute of Transportation Engineers Trip Generation (8th edition), 2008.
Santa Clara Valley Transportation Authority (VTA), Transit and Rail Map,
http://www.vta.org/schedules/pdf/bus_rail_map_a.pdf. Accessed August 18, 2009.
Santa Clara Valley Transportation Authority (VTA), Bike Map,
http://www.vta.org/schedules/pdf/vta_bike_map_a.pdf. Accessed August 18, 2009.
Transportation Research Board, Highway Capacity Manual, 2000.
Wilson Engineering. On-Site Traffic Study for Gunn High School. Prepared for the Palo Alto
Unified School District. May 2009.
Wilson Engineering. An Assessment of Gunn and Play High Schools Trip Generation, Traffic
Assignment and LOS Assessment Associated with Measure B. Prepared for the Palo Alto
Unified School District. August 7, 2009.
Initial Study
Gunn High School Master Plan 87 ESA / 209002
Initial Study September 2009
Issues (and Supporting Information Sources):
Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporation
Less Than
Significant
Impact No Impact
16. Utilities and Service Systems
Would the project:
a) Exceed wastewater treatment requirements of the
applicable Regional Water Quality Control Board?
b) Require or result in the construction of new water or
wastewater treatment facilities or expansion of
existing facilities, the construction of which could
cause significant environmental effects?
c) Require or result in the construction of new storm
water drainage facilities or expansion of existing
facilities, the construction of which could cause
significant environmental effects?
d) Have sufficient water supplies available to serve the
project from existing entitlements and resources, or
are new or expanded entitlements needed?
e) Result in a determination by the wastewater treatment
provider which serves or may serve the project that it
has adequate capacity to serve the project’s projected
demand in addition to the provider’s existing
commitments?
f) Be served by a landfill with sufficient permitted
capacity to accommodate the project’s solid waste
disposal needs?
g) Comply with federal, state, and local statutes and
regulations related to solid waste?
Setting
Water supply to the City of Palo Alto is provided by the City Utilities Department through
purchases from the San Francisco Public Utilities Commission’s Hetch Hetchy water supply
system. On average, 85 percent of this water is derived from snow melt flowing into the Hetch
Hetchy Reservoir in Yosemite National Park, and the balance is from runoff stored in San
Francisco Bay Area reservoirs on the Peninsula and in the East Bay. There are five wells in Palo
Alto that are maintained as an emergency source of supply. Palo Alto also uses recycled water
from the Regional Water Quality Control Plant (RWQCP) to irrigate the municipal golf course,
Greer Park, and landscaping around the RWQCP.
The City owns and operates an approximate 200-mile wastewater collection system and operates
the Regional Water Quality Control Plant (RWQCP). The RWQCP also serves Mountain View,
Los Altos, Los Altos Hills, East Palo Alto, and Stanford University. Approximately 26 million
gallons of wastewater are processed on a daily basis at the RWQCP and 9.5 billion gallons
annually (3.3 billion gallons from Palo Alto).
The City also provides weekly waste, yard waste and recycling collection service to all homes
and businesses in the City. Yard waste is currently composted at the Palo Alto Landfill. Waste
collected at the curbside goes to the Sunnyvale Materials Recovery and Transfer Station or to
another facility for additional sorting. The processed waste is ultimately placed in a landfill at the
Initial Study
Gunn High School Master Plan 88 ESA / 209002
Initial Study September 2009
Kirby Canyon Landfill in San Jose. The Palo Alto Landfill, which is scheduled to close in 2011,
currently accepts waste from self-haul and City vehicles. The City is required by State law to
divert 50 percent of its waste stream from landfills. In 2006, the City diverted 62 percent of its
waste stream.
Discussion
a, e) Less than Significant. Minimal growth in student and staff populations would occur over
the duration of the Master Plan. As discussed in the Project Description, the proposed
Master Plan identifies an increase in the student enrollment at the high school through
2017. The student capacity over the eight-year period of the Master Plan would increase by
approximately 350 students, or about 44 students per year. This increase would not result in
substantial increases in wastewater generation over existing conditions at the project site
such that the wastewater treatment requirements would be exceeded.
Furthermore, the City of Palo Alto’s General Plan EIR found that overall population
growth that would occur in the City (of which future PAUSD students and staff would be a
part) would not create significant amounts of wastewater that would exceed the RWQCP
treatment capacity or require expansion of the treatment plant. Therefore, the proposed
project would result in a less than significant impact regarding wastewater treatment
requirements.
b, d) Less than Significant. The proposed project would result in the development of a
combined maximum total of approximately 124,000-square feet of new educational uses on
the project site. These new uses (e.g., new classrooms, gymnasium, labs, etc.), and the
minor increases in student and staff population they would accommodate over the Master
Plan’s eight-year planning period would incrementally increase local water demand and
wastewater generation at the project site, as discussed above.
As noted in the General Plan EIR, the City would have access to adequate water supplies
and wastewater treatment capacity to serve anticipated population growth. Therefore, the
proposed project would not require new or expanded water or wastewater facilities and
effects to water treatment facilities would be less than significant.
c) Less than Significant. New buildings and other structures proposed under the Master Plan
would require connection to the existing on-site stormwater drainage system. Stormwater
runoff from the project site would be routed to the municipal stormwater collection system.
As discussed in Section 8, Hydrology and Water Quality, and as required by Mitigation
Measure HYD-1, the PAUSD would be required to develop a Storm Water Pollution
Prevention Plan that would identify Best Management Practices to ensure that construction
of new on-site stormwater infrastructure would not result in adverse impacts to water
quality.
f, g) Less than Significant. Gunn High School student and staff population growth would be
relatively stable over the eight-year Master Plan horizon. The Kirby Canyon Landfill has
Initial Study
Gunn High School Master Plan 89 ESA / 209002
Initial Study September 2009
adequate capacity until 2022, and as such, the General Plan’s regional growth, including
minor increases in local student and staff populations at the project site, would not
adversely affect capacity at the Kirby Canyon Landfill; therefore, impacts to solid waste
would be less than significant.
Additionally, in conformance with Mitigation Measure HAZ-1, the proposed project would
not affect compliance with solid waste statutes and regulations.
Sources
California Integrated Waste Management Board (CIWMB), Active Landfills Profile for Kirby
Canyon Recycling and Disposal Facility, www.ciwmb.ca.gov/profiles/facility/landfill,
accessed July 23, 2009.
CIWMB, Jurisdiction Profile for City of Palo Alto, www.ciwmb.ca.gov/profiles/Juris, accessed
July 23, 2009.
City of Palo Alto, All About Your Utilities: Palo Alto’s Homegrown Asset, April 10, 2007.
City of Palo Alto, Comprehensive Plan Update, 1996.
City of Palo Alto, Draft and Final Environmental Impact Report, Comprehensive Plan Update,
1996.
Initial Study
Gunn High School Master Plan 90 ESA / 209002
Initial Study September 2009
Issues (and Supporting Information Sources):
Potentially
Significant
Impact
Less Than
Significant
with
Mitigation
Incorporation
Less Than
Significant
Impact No Impact
17. Mandatory Findings of Significance
Would the project:
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?
b) Does the project have impacts that are individually limited, but cumulative considerable? (“Cumulative considerable” means that the incremental effects of a project are considerable when viewed in connection with the effects of past projects, the effects of other current projects, and the effects of probable future projects)?
c) Does the project have environmental effects which will cause substantial adverse effects on human beings, either directly or indirectly?
Discussion
a) Less than Significant. Based upon background research, site reconnaissance, and the
project description, the project does not have the potential to 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. Any potential short-term increases
in potential effects to the environment during construction are mitigated to a less than
significant level, as described throughout the Initial Study.
b) Less than Significant with Mitigation. In accordance with CEQA Guidelines Section
15183, the environmental analysis in this Initial Study was conducted to determine if there
were any project-specific effects that are peculiar to the project or its site. No project-
specific significant effects peculiar to the project or its site were identified that could not be
mitigated to a less than significant level. The proposed project would contribute to
environmental effects in the areas of biological resources (e.g., loss of trees), temporary
increases in construction-generated dust and noise, temporary increase in sedimentation
and water quality effects during construction, and operational traffic and circulation
impacts. Mitigation measures incorporated herein mitigate any potential contribution to
cumulative impacts associated with these environmental issues. Therefore, the proposed
project does not have impacts that are individually limited, but cumulatively considerable.
c) Less than Significant. The project may have significant adverse effects on human beings
in the areas of air quality, noise and traffic during construction, and with geologic/seismic
considerations with new development. Mitigation measures identified in the relevant
sections of this Initial Study would reduce the effects to a less than significant level.
350 Frank H. Ogawa Plaza
Suite 300
Oakland, CA 94612
510.839.5066 phone
510.839.5825 fax
www.esassoc.com
memorandum
date February 5, 2010
to Palo Alto Unified School District
from Lesley Lowe, AICP - ESA Project Manager
Cory Barringhaus, AICP – ESA Senior Associate
John Wilson, P.E., - Wilson Engineering
subject Gunn High School: Response to Questions/Comments on the Draft Initial Study
(ESA No. 209002)
On October 6, 2009 the Palo Alto Unified School District (Lead Agency) released for public review a Draft
Mitigated Negative Declaration for the Gunn High School Master Plan (SCH# 2009102024). The 30-day public
review and comment period began on October 6, 2009 and closed at 5:00 p.m. on November 4, 2009. Further, a
public hearing on the project was held on October 27, 2009, at a regularly scheduled School Board Meeting.
This memorandum summarizes and responds generally to the comments and questions on the Draft Mitigated
Negative Declaration for the Gunn High School Master Plan. Following circulation of the Draft Mitigated
Negative Declaration, minor changes were made in response to comments to clarify the project description and
add specifics to mitigation measures presented in the document.
Comments have been organized by general concern and further categorized by a subtopic. The subtopic is
summarized and a response provided. Comment letters received during the public review period are attached as
Attachment A. The minutes from the October 27, 2009 School Board Meeting are attached as Attachment B.
Responses to Comments
Transportation and Circulation
Trip Generation
Comment states the trip generation rate from ITE underestimates the forecast of new auto trips based on the
proposed increase in student population; e.g., no school buses are used.
Response: The traffic analysis prepared for the draft Initial Study utilized Institute of Transportation
Engineers (ITE) Standard Trip Generation Rates when estimating increases in traffic which could be
associated with potential increases in student population over the next nine years. The ITE rates are based
on studies of over 20 sites throughout the US and are generally considered the best available on an overall
basis. However, the rates are qualified to the extent that more research is needed relative to use of school
busing and transit and whether the schools were private or public. A breakdown of means of commute
2
information was not provided in the ITE manual other than to state the percentage of students transported
by transit and/or bus varied considerably.
At both Palo Alto High Schools, with limited transit and essentially no busing, there is a different sort of
variation which occurs. At both Palo Alto and Gunn High Schools a high percentage of students (as much
as a third of the student body) bicycle. During clear weather in the Fall, as many as 600 plus students or a
third or more students regularly commute by bike to Gunn. Surveys of existing travel modes conducted
last year at the two high schools were completed on brisk March days when the bicycle commute was
significantly reduced (by 200 plus). This reduction results in a proportional increase in auto commuting,
typically in the form of drop-offs. Parking at the schools is controlled with permits and students cannot
simply drive themselves on a cold or rainy day. As such, the survey of drop-offs (inbound and outbound
trips) showed a significantly increased number relative to what regularly occurs on a sunny day and
should be interpreted as more of a worst case estimate.
In response to the comment, the following table summarizes trip generation estimates utilizing the more
conservative or worst case results from the March surveys. The numbers are based upon a simple pro rata
increase of survey results (driveway counts) relative to the potential increase in student population at
Gunn. The student population is forecast to increase from a level of 1,948 for the 2008/2009 year to 2,259
in 2018 or by 15.96 percent. Table 6 of the Initial Study is revised to reflect the alternative trip generation
methodology. With this methodology the increase in students at Gunn would generate approximately 147
addition vehicle trips.
TABLE 6
AM PEAK HOUR TRIP FORECAST
Existing Student
Population
Forecast 2018
Student Population
Net Increase in Auto
Trips
Net Inbound/
Outbound Trips
1948 2,259 147 98/49
SOURCE: Wilson, 2009
Intersection Levels of Service
Comment states that study intersections are not quantified in terms of additional delay attributable to the increased
traffic relative to a pro rata increase of trips surveyed versus estimates utilizing ITE trip generation forecasts.
Commenter also states there is no comparison between cumulative with project and cumulative without project.
Response: Table 6.5 below presents the results of a revised LOS analysis which assumes the revised
trips generation rates discussed in the response to the Trip Generation comment above. The table presents
the project’s contribution to delay and changes in traffic volumes at the study intersection under the
Existing plus Project scenario (under Project) in seconds of delay and changes in volume to capacity ratio
(V/C) per standard traffic engineering practices. The quantified increase in delay and v/c ratio at the study
intersections attributable to project related traffic can be represented by subtracting the “Existing” delay
from the “Existing Plus Project” delay. These are the two metrics the City uses to quantify impacts when
an intersection is already operating at an LOS F prior to the addition of project traffic. However, in terms
3
of the actual LOS calculations/ modeling process, it must be noted that results at impacted intersections
can quickly exceed the capability of the modeling process. Once traffic volumes exceed intersection
capacity and an intersection is forecast to operate at an LOS F, further estimates of delay and v/c ratios
become increasingly erroneous as volumes are increased. At LOS F the theoretical capacity of the facility
is exceeded.
As noted in the Initial Study discussion, two of the study intersections are currently operating at a low
level of service even assuming completion of the City’s proposed re-striping of Arastradero Road. The
intersections of Miranda Avenue and the Gunn driveway entrance with Arastradero Drive are currently
operating at an LOS F during the morning peak hour and will continue to do so with the city’s proposed
re-striping plan of Arastradero Road assuming the “Preferred” or Hybrid Alternative.
TABLE 6.5
EXISTING AND FUTURE LEVELS OF SERVICE (LOS) AND
AVERAGE VEHICLE DELAY (seconds/vehicles)a
Intersection
Control
Existing w/City’s Hybrid
Alternative a
Existing w/City’s Hybrid
Alternative + Project
Typeb Delay b V/C LOS Delay b V/C LOS
AM Peak Hour
Arastradero / Foothill Signal 42.7 0.66 D 43.2 0.68 D
Arastradero / Miranda Signal >120c 1.18 F >120c 1.21 F
Arastradero / Gunn HS Entrance Signal >120c 2.45c F >120c 2.79c F
Arastradero / Donald / Terman Signal 43.4 0.88 D 45.4 0.88 D
a The Hybrid Alternative assumes restriping of Arastradero Road with essentially one lane in the eastbound direction east of the cemetery
b Represents average vehicle delay in seconds for overall intersection at signalized intersections. c Delay and V/C calculations at this location exceed the capability of the traffic model process.
SOURCE: Wilson (2009)
Table 6.5 presents, as noted in the Initial Study, two of the studied intersections are forecast to operate at
unacceptable levels assuming completion of the City’s proposed re-striping of Arastradero Road and are
forecast to continue to do so with completion of the proposed project. The intersections of the school
driveway and Miranda Avenue with Arastradero Road currently operate at an LOS F during the morning
peak commute period, and are forecast to continue to do so when the City’s re-striping of Arastradero
Road takes place assuming the preferred “Hybrid Alternative”.
In addition, both intersections forecast to experience an increase in v/c ratios in excess of 0.01 or the
City’s threshold for a significant impact, if the project is completed and the student body grows as
forecast. Again, in terms of the actual LOS calculations/ modeling process, results for the intersection of
the Gunn driveway and Arastradero Road far exceed the capability of the modeling process. Once traffic
volumes exceed intersection capacity and an intersection is forecast to operate at an LOS F, further
estimates of delay and v/c ratios become increasingly erroneous.
4
Traffic Demand Management Policies and Implementation
Comment states the current and proposed TDM plan is inadequate for the following reasons:
• Many of the proposed mitigations are already being implemented through the TDM and by other
means
• Transportation mode shift from auto to other modes is not quantified
• Proposed carpool matching program lacks goals and specific implementation information
• Additional bike parking is not quantified
Response: Mitigation Measure TRANS-2, which addresses onsite circulation, includes the following
revisions which further identify when the TDM policies would be implemented and outlines additional
policies that would be added to the current program:
The City’s criteria for determining an impact or when mitigation is needed when an intersection is already
operating at a LOS F is when forecast increases in traffic are estimated to increase delay by more than
four seconds or the v/c ratio by more than 0.01 or one percent. The critical intersection in determining
impacts and the potential need for mitigation is the intersection of the Gunn entrance driveway and
Arastradero Road during the morning peak commute. As discussed above, the delay related calculations
exceed the capability of the traffic model given the current level of traffic demand in the area. Therefore,
the following assessment of levels of significance relative to this project is based on anticipated increases
in volume to capacity or v/c ratio relative to a one percent or more increase. The assessment focuses on
the intersection of Gunn with Arastradero where the largest increase in v/c ratio is forecast to occur.
Measures sufficient to reduce trip increases at this location to acceptable levels would be sufficient to
mitigate potential impacts at the intersection of Miranda Avenue and Arastradero.
A.M. peak hour traffic counts at the intersection of Gunn and Arastradero completed in March of 2009
showed a total volume of 2,363 vehicles entering the intersection in a one hour period. An increase of one
percent would be an additional 24 vehicles. Again, using the results of the Gunn surveys completed in
March of 2009, this would be equivalent to an increase of 50.78 or 51 new students. At this point, the
City’ level of significance criteria relative to an increase in v/c ratio would be exceeded and traffic related
mitigation is warranted.
In terms of monitoring the success of proposed measures, traffic counts would be completed at the
entrance to the school on an annual basis during a pre-selected time interval. The results of the counts
would then be compared to baseline counts and if increases exceed 24 vehicle trips during the morning
peak hour, additional mitigation measures would have to be implemented. The timing of the counts does
not matter relative to time of school year as long as school is in full session (no holidays, winter break,
special testing, etc.), the weather is dry, and the counts are conducted the same time every year. To that
end, the District would conduct a week long hose count of the Gunn driveway entrance (both inbound and
outbound) in the early spring (middle of April when weather could be expected to be dry) to establish the
baseline monitoring number. The counts would then be repeated on an annual basis beginning when the
student population increases beyond the population at the time of the baseline count by more than 51 or
the impact threshold as described above.
The baseline will be established this spring before mitigation measures begin to be implemented to allow
identification of the degree of success of measures. The monitoring of driveway volumes would then
continue as long as the student population exceeded baseline plus 51 conditions.
5
The following measures are being proposed by the District as the first level of mitigation which will need
to be implemented when the student population increases by more than 51 people. At that point, the
school will need to monitor and determine the degree of success of the measures in diverting students to
alternate modes, those being increased use of VTA and increased carpooling as described above.
Whenever the counts show an increase of more than 24 trips during the morning peak hour, additional
measures will have to be implemented.
• Provide VTA Passes to students free of charge. Coordinate a voluntary ride-sharing program.
• Increase the number of bike racks in campus to encourage less driving.
• Evaluate alternative means of class scheduling with the goal of expanding the peak arrival times
to the campus.
When the number of number of new students minus the number of additional students diverted to transit
with the implementation of VTA Eco Passes or voluntary ride-sharing programs exceeds the critical 51
new student level (increase of 24 auto trips), a second tier of measures will need to be implemented to
retain compliance with the City’s impact criteria.
At that point, the administration will need to implement additional measures to reduce school related
traffic. These could include the following or similar types of measures:
• Implement alternative means of class scheduling with the goal of expanding the peak arrival
times to the campus.
In addition, the following TDM efforts are included as part of the Master Plan:
• An increase or bike racks
• Parking re-striping plan with a target increase of parking spaces.
With the implementation of the TDM program, the proposed project would have a less than significant
impact on local roadways. These mitigations will be monitor in the Mitigation Monitoring and Reporting
program.
Access and Circulation
Comment states that using staff to monitor and direct traffic during peak drop-off/pick-up times lacks specific
implementation information and has been unsuccessful in the past.
Comment states that the drop-off queue on Arastradero Road is shared with students entering the school site to
park, which increases backups, and is not analyzed in the traffic study.
Response: The project is attempting to improve student drop-offs and on-site circulation through the re-
design of the onsite circulation system, parking lot layout, bicycle access, etc. Goals of the redesign
include minimizing conflicts, facilitating bike access and maximizing the smooth and efficient flow of
6
traffic onto and off of the site. The District will also be implementing measures to limit site trip
generation as discussed above.
Transit Ridership
Comment states that bus ridership was not quantified in the traffic study.
Response: As discussed in Section 15, Transportation, of the Initial Study, bus service in Santa
Clara County is operated by the Santa Clara Valley Transportation Authority (VTA). Commuter rail
service (Caltrain) is provided from San Francisco to Gilroy by the Peninsula Joint Powers Board. Route
88, 88L, and 88M, currently provide service in the vicinity of the project. Under existing conditions, these
buses generally operate with excess capacity during peak commute periods. The proposed project, which
could result in as much as a 15.96 percent increase in student population, could increase ridership on
these lines. This would be particularly true if free VTA Eco passes are provided as discussed above.
However, the lines have sufficient capacity in accommodate new patrons related to the proposed project.
Parking Demand
Comment states that mitigation limiting onsite parking spaces and permits would shift parking to adjacent
neighborhoods, which should be addressed.
Response: As necessary, the District would work in conjunction with the City of Palo Alto to offer a
permit only parking if the proposed project resulted in students parking in the adjacent neighborhoods.
Intersection Levels of Service
Comment states that LOS F intersections at school entrances on Arastradero Road (main entrance and Miranda
Avenue) are not quantified in terms of additional delay attributable to the increased traffic.
Response: Please see response to earlier comments regarding LOS.
Drop-off at Miranda Avenue
Comment states that drop-offs at Miranda Avenue are currently almost as large as those occurring at the
Arastradero Road entrance (44%) and operates at LOS F. Mitigations envisioned in the funded phases of the
Master Plan only address the Arastradero entrance; therefore, the Miranda entrance would be inadequate for both
drop-off s and emergency vehicle access. Item 4.d of the Master Plan should be moved into the current work plan.
Comment states that the Santa Clara Sheriff’s Office is currently ticketing vehicles dropping off students at the
Miranda VTA bus stop. Therefore, use of this drop-off location may not be available for the foreseeable future
and the traffic study should be revised to reflect this condition.
Response: The Facilities Steering Committee will evaluate the Parking and Drop-Off project with the
option to include a parking and drop-off area at the Miranda entrance.
7
Bell Schedule/Start Times, etc.
Comment disagrees with mitigation regarding earlier school start times. Additional commenters state a staggered
bell schedule would be effective mitigation.
Other mitigation proposed by the comment includes: 1) online learning, 2) independent study options, 3) late
afternoon/evening courses, 4) extension of school day by adding 0 and 8th periods, and 5) off-campus course
work.
Response: As described in the project description of the Initial Study, the Gunn High School Master
Plan is a planning level document and as such specific details such as bell schedules have not been
developed at this stage in the planning process. Potential impacts related to Traffic Demand Management
Polices and Implementation would be mitigated to a less than significant level by Mitigation Measures
TRANS-1 and TRANS-2. The District will evaluate alternative class scheduling options as necessary to
stagger arrival times to the campus.
Hydrology
Mitigations Details
Comment notes lack of detail regarding stormwater runoff design and compliance with the Regional Water
Quality Control Board’s C.3 requirements.
Response: As described in the project description of the Initial Study, the Gunn High School Master Plan
is a planning level document and as such specific details of the stormwater drainage system have not been
developed at this stage in the planning process. Potential impacts regarding stormwater runoff would be
mitigated to a less than significant level by Mitigation Measure HYD-1, which requires compliance with
provisions of the NPDES regulations, including the C.3 provisions.
Municipal Stormwater Permit
Comment notes that the project will have to comply with the new regional municipal stormwater permit, which
also requires use of low impact development techniques under C.3.
Response: The PAUSD acknowledges the comment and will fully comply with the regulatory
requirements of the NPDES through implementation of Mitigation Measure HYD-1.
Greenhouse Gases
Greenhouse Gases and Noise
Comment notes that the greenhouse gas and noise analysis use traffic numbers that may need to be updated
depending on the use of the ITE trip generation rate.
8
Response: The trip generation estimates were revised to address public comments and the net new
morning vehicle trips were increased by approximately 16 percent. Pages 24 and 29 of the Initial Study, is
updated as follows to reflect the increase in vehicle trips:
Operational Emissions
The project would result in a net increase in emissions of criteria pollutants (ROG, NOx and PM-
10) primarily because of a resultant increase in average daily vehicle trips. Based on the traffic
analysis, the proposed change in land use would result in an increase of approximately 532 617
net new daily vehicle trips. Increased vehicle trips would lead to a small increase in ROG
(approximately 2.7 3.0 pounds per day), NOx (approximately 2.2 2.6 pounds per day) and PM-10
(approximately 6.9 8.0 pounds per day) due to vehicle exhaust. Increases in emissions from
stationary sources at the site (such as natural gas combustion for space and water heating,
landscaping, use of consumer products, etc.) would also be minimal (approximately 0.72 pounds
per day of ROG and 1.06 pounds per day of NOx). Together, operational emissions increases
resulting from the project would represent approximately ten percent or less of the quantities
BAAQMD currently identifies as significant (80 pounds per day of either ROG, NOx, or PM-10,
individually). Therefore, once operational, the development under the Master Plan would not
significantly contribute to a violation of any air quality standard in the area. Project emissions
would also be below new CEQA thresholds proposed by BAAQMD of 54 pounds per day of
ROG, NOx and PM-2.5 and 82 pounds per day of PM-10.
Changes to GHG on page 29 of the IS:
The proposed improvements to Gunn High school under the Master Plan would result in an
increase in daily operational CO2 emissions from project-related traffic and area source emissions
for space and water heating as well as electricity demand. Operational emissions of CO2 from
vehicle traffic as calculated by URBEMIS2007 would be 665 772 “short” tons per year or 603
700 MT per year. URBEMIS also calculates natural gas combustion emissions based on square
footage of improvements. CO2 emissions from natural gas emissions are calculated to be 233
“short” tons per year or 211 MT per year. Electricity demand based on square footage of
improvements and California specific emission factors of the California Climate Action Registry
and high school-specific electrical demand estimates would result in an additional 430 MT per
year of GHGs emitted indirectly as a result of the project. Consequently the total operational CO2
emission rate resulting from implementation of the proposed Master Plan is estimated to be 1,244
1,341 MT per year.
When compared to the state facility reporting requirement for GHG emissions of 25,000 MT per
year CO2e, the maximum GHG emissions for the project (222 MT per year CO2e during
construction; and 1,244 1,341 MT per year during operations are not significant enough to
require reporting to the CARB relative to the requirements of AB32. Additionally, although not
yet adopted nor applicable to the proposed Master Plan, project GHG emissions would be less
than the proposed 7,000 MT per year Preliminary Staff Proposal threshold for industrial projects
under consideration by CARB.
9
BAAQMD has recently proposed a GHG significance threshold of 1,100 MT/year for
development projects. While this threshold has not yet been adopted, the proposed
project GHG emissions would exceed this proposed threshold by 22 percent.
Consequently, mitigation measures to reduce GHG emissions are recommended.
The modified trip generation would not increase noise due to the projected increase in vehicle traffic, as
volumes on Arastradero are high volume roadways and the project contributions are relatively small.
Land Use and Community Design Element
Comment notes minor edits in reference to the City of Palo Alto Comprehensive Plan.
Response: The PAUSD acknowledges the comments and page 20 of the Initial Study is revised as
follows:
City of Palo Alto, Palo Alto Comprehensive Plan 1998-2010, Land Use and Community Design
Element, adopted July 20 17, 1998 2007.
All references in the Initial Study to the “Palo Alto Comprehensive Plan Update 1996” are revised to read
“Palo Alto Comprehensive Plan 1998-2010.”
Attachment A
Lesley Lowe
From: Aimee Lopez [alopez@ocmi.com]
Sent: Monday, November 02, 2009 9:14 AM
To: Lesley Lowe; Cory Barringhaus
Subject: FW: Public comment, Public Hearing, Gunn CEQA documents and westside traffic
Page 1 of 3
1/29/2010
Additional comment for CEQA
Aimée
From: Robert Golton [mailto:rgolton@pausd.org]
Sent: Friday, October 30, 2009 11:54 PM
To: Tom Hodges; Aimee Lopez; elee@dlm.com; Ron Smith
Subject: FW: Public comment, Public Hearing, Gunn CEQA documents and westside traffic
please add this to your CEQA comments.
Robert Golton,
Chief Business Official
Palo Alto Unified School District
3 Please consider the environment before printing this e-mail.
From: Kathleen Ruegsegger
Sent: Friday, October 30, 2009 4:09 PM
To: Robert Golton; Kevin Skelly
Subject: FW: Public comment, Public Hearing, Gunn CEQA documents and westside traffic
FYI. This went to the Board and me.
Kathleen Ruegsegger
Administrative Assistant
to the Superintendent
Palo Alto Unified School District
25 Churchill Ave., Palo Alto, CA 94306
650.329.3737 (w) 650.321.3810 (fax)
www.pausd.org
From: Duncan MacMillan [mailto:dmcmllan@pacbell.net]
Sent: Friday, October 30, 2009 3:35 PM
To: Melissa Caswell; Barbara Klausner; Barbara Mitchell; Dana Tom; Camille Townsend
Cc: Kathleen Ruegsegger
Subject: Fw: Public comment, Public Hearing, Gunn CEQA documents and westside traffic
Fyi since I added a few comments, shown in italics, since the Board meeting.
The net of it all is that:
Without addressing Miranda (>44% of the drop-off + emergency access issues), the mitigation
measure proposed in the current CEQA document (TRAN-3) will be defective and a
MITIGATED NEGATIVE DECLARATION should not, therefore, be awarded.
Regards, Duncan
--- On Wed, 10/28/09, Duncan MacMillan <dmcmllan@pacbell.net> wrote:
From: Duncan MacMillan <dmcmllan@pacbell.net>
Subject: Public comment, Public Hearing, Gunn CEQA documents and westside traffic
To: "Tom Hodges" <thodges@pausd.org>
Cc: "Dr. Robert Golton" <rgolton@pausd.org>
Date: Wednesday, October 28, 2009, 3:15 PM
Hi, Tom:
As you suggested, here is a restatement of my remarks made at public hearing during the
PAUSD Board meeting last night. Without a 3-minute limit, I also took the liberty of providing
additional comments, which are shown in italics....
"My name is Duncan MacMillan, from Los Altos Hills.
"I was happy to receive the nearly 100-page CEQA report on Gunn and especially the inclusion
of the Wilson Engineering traffic data.
"That report clearly confirms that Arastradero is currently at capacity at both the Main Entrance
and Miranda intersections. It also provides a grading of the Level of Service at several points.
The two intersections mentioned received a LOS of "F", certainly a failing grade ("Operatons
with delays unacceptable to most drivers occurring due to over-saturation, poor progression, or
very long cycle lengths").
"Most important, on page 80 of the CEQA report, collected traffic data (by Wilson Engineering)
shows that the drop-offs at Miranda are currently almost as large as those that occur via the
Main Entrance - more than 44% of Gunn drop-offs occur along Miranda at the present time.
"The mitigations envisioned in the funded phases of the plan only address the Main Entrance.
Without a change in priorities, Miranda can not be addressed for many years, until yet another
bond issue.
"Miranda is inadequade for both current drop-off traffic and for emergency access to the west
side of campus. An improved west-side access would enhance the ability of emergency vehicles
getting to the most campus buildings and to some of the more likely buildings to have problems -
the science building, for instance.
"The Board should move the current Item 4.d into the current work plan, which could then
address the issues of improved drop-off and emergency access traffic at Miranda. That work has
been estimated at a little over $1 million, against the current work plan of more than $76
million.
Page 2 of 3
1/29/2010
"If the Board does not act, the dual safety issues of an adequate drop-off and emergency access
for the Gunn campus will not be addressed for many, many years. An unacceptable situation.
"Thank you."
Duncan MacMillan
Los Altos Hills
--------- additonal comments ----------
Special attention should be drawn to the current Mitigation Measure TRAN-3 in the CEQA
document, which cites a number of physical enhancements to address the Main Entrance traffic
issues.
Unfortunately, the Main Entrance carries only slightly more than half of the current drop-off
load (161 at Miranda versus 204 via the Main Entrance for at total of 365 drop-offs for the
campus; a shift of only 20 drop-offs would make the loads equal).
TRAN-3 needs to expanded to address Miranda or the Gunn site can not be expected to grow to
its projected level of enrollment without Arastradero deteriorating even further, below its
current F LOS rating, "the worst operating conditions" as enumerated in the CEQA report.
In addition, there may be a "paint and pylon" opportunity next fall and winter to experiment
with an internal drop-off via the west entry along Miranda. The T-transportable classrooms
will have vacated the area during the summer of 2010. Construction will not begin (A/B
Buildings+) until the spring of 2011. Once the classrooms are removed, the Miranda access
road and previous parking areas will be exposed and the judicious use of paint and pylons (as
was done on the Main Entrance this past year) could test a drop-off/turnaround scheme.
Please move this project forward both in its detailed planning and possible experimentation, as
well as implementation during the currently-funded work plan.
Without addressing Miranda drop-off safety and emergency access issues, the CEQA mitigation
effort will be barely 50% complete and a MITIGATED NEGATIVE DECLARATION should not,
therefore, be awarded.
####
Page 3 of 3
1/29/2010
Lesley Lowe
From: Aimee Lopez [alopez@ocmi.com]
Sent: Tuesday, November 03, 2009 4:36 PM
To: Lesley Lowe; Cory Barringhaus
Subject: FW: no to earlier arrival times
Page 1 of 1
1/29/2010
Another CEQA Comment
Aimée M. Lopez | Project Manager
O'Connor Construction Management, Inc.
Palo Alto Unified School District
25 Churchill Ave., Bldg. D, Palo Alto, CA94306
650.329.3968 | Fax 650.327.3588 | Cell 925.580.2714
e-mail: ailopez@pausd.org
From: Tom Hodges
Sent: Tuesday, November 03, 2009 3:44 PM
To: Aimee Lopez
Subject: Fw: no to earlier arrival times
From: Beatriz Magaloni <magaloni@stanford.edu>
To: thodges@pausd.org <thodges@pausd.org>
Sent: Tue Nov 03 18:18:43 2009
Subject: no to earlier arrival times
Dear Tom,
I am a mother of three kids, one going to middle school next year and the other two in K and 2.
I am very concerned about Gunn High School's intention to get kids to arrive earlier to school. With
what is going on in the community among kids that age, and especially at Gunn, I think it is extremely
inadequate to demand earlier arrival from kids. Studies amply show that high-school kids need MORE
sleep -- even 30 minutes can have a huge impact on both physical and emotional health.
I support kids arriving LATER to high-school, not earlier, and I know I am among a large group of
parents supporting later arrivals.
Beatriz Magaloni
Department of Political Science
Stanford University
616 Serra St
Stanford, CA 94305
(650) 723-1806
magaloni@stanford.edu
Palo Alto Council of PTAs
25 Churchill Ave
Palo Alto CA, 94306
650-326-0702
November 18, 2009
Attn: Tom Hodges
Palo Alto Unified School District
25 Churchill, Building D
Palo Alto, CA 94306
The Palo Alto Council of PTAs Traffic Safety Committee respectfully submits the following
comments on the Transportation /Traffic sections of the Gunn and Paly Draft Mitigated Negative
Declarations.
Trip Generation Projection--The report uses standard figures for increases in trips based on the
land use category from the ITE. While this may satisfy a California Environmental Quality Act
(CEQA) requirement, it does not necessarily predict the situation at Gunn High School or Paly
today. For example, the present number of morning peak hour auto trips at Gunn is 922. The ITE
formula is for every 3.79 students we add one car trip. Based on the ITE model there currently
should be 514 auto trips in the peak hour. So, readers of this report should be cautioned that the
ITE formula underestimates the forecast of new auto trips with the increase in student population.
The increase in trips very likely will be significantly greater than the ITE forecast of 82 trips,
possibly as much as 75% higher when we extrapolate from today’s 2.11 students per car trip. A
difference of this scale will likely have a significant impact but it is not modeled in this analysis.
Traffic is one of the top concerns cited by participants at Gunn planning meetings.
TDM Plan Lacks Specific Goals & Critical Program Details
The Gunn and Paly reports rely on Transportation Demand Management (TDM) plans for
mitigations. However, the proposed mitigation plan doesn’t define performance criteria.
Transportation mode shift, that is the percentage of students shifting from autos to other modes of
transportation, which would be needed to provide adequate mitigation, is never quantified.
Without that data, it is impossible to evaluate whether or not the reports’ conclusions that
adequate mitigation is achievable is correct or incorrect. What is the mode shift goal of these
mitigations? How many car trips need to be shifted to other modes in order to mitigate the
transportation impacts of this expansion? Precisely how will that goal be achieved?
Further, elements that could determine the success or failure of a TDM plan are not adequately
specified, making it unenforceable. Typically, well written TDM plans have very specific
participation and mode shift goals that should be attributed to each element of the plan. There is
none of that in this plan.
For example, a carpool matching program is cited as a required mitigation measure, yet the
program has no goals attached to it in terms of participation. No specifics about organization of
the matching program are outlined. Who will be responsible for organizing and managing the
carpool matching program? Staff? PTA volunteers? Have they agreed to do this? What funding
source will be used for this? This is time intensive work. What resources will PAUSD be
required to apply to the carpool matching program? Carpool matching programs are most
successful when students are matched at the very beginning of the school year before commute
patterns are established. Will PAUSD release information to make it possible to create a carpool
matching database or maps in time to meet this critical deadline? Even with this commitment, we
don’t yet have a carpool matching model that we know really works for this school district. The
PTA Traffic Safety Committee has experimented at Escondido and Ohlone with several carpool
matching models yielding limited success. (Our best performance to date has been this year’s
report from Ohlone, increasing from 26 carpoolers last year to 45 carpoolers this year.) The
district has not allowed us to create an on-line matching program so we have not been able to
explore that as an option.
Another example is the bike parking facilities mitigation in the Gunn report: Mitigation
Measure TRAN-2 states that bike racks should be located in convenient areas to facilitate ease of
queues, safety, and accessibility. This is a good idea; however, the number of additional bike
parking spaces required for adequate mitigation should be quantified in the Gunn and Paly
reports. Further, the mitigation measure should specify that these additional spaces will be made
available during the construction period as staff has agreed to do in recent meetings.
A plan that depends on encouraging alternative modes as a primary mitigation should carefully
spell out facilities capacity needs for those alternative modes. We suggest, at minimum, that
enough bike parking spaces should be provided to meet current peak demand. That would require
a minimum of 633 bike parking spaces at Gunn and 582 at Paly. Since the goal is to increase the
number of bikes, we should plan for even greater numbers based on mode shift need for
mitigation. Bike counts for both high schools for the last ten years were provided to staff at the
beginning of the planning process to help them project probable future growth rates. The CEQA
document should project probable bike count increases and specify a bike parking space number
requirement in the mitigations.
Further, the driveway and circulation design for both sites is still underway. It will be
critically important to address the comfort and safety of bicyclists and pedestrians if we are to
achieve successful mode shift. Usually, the parking/circulation plan for all modes would be
included in the mitigations list as it must be part of the mitigation in a TDM plan in order to make
it work.
Gunn Mitigation Measure TRAN-4 requires staff to monitor and direct onsite traffic during
peak drop-off/pick-up times. This is something Gunn staff has not been able to do consistently in
the past. Is there funding for additional staff time? Has anyone asked Gunn staff how they will be
able to implement this mitigation in the future? (Traffic Direction is not something PTA
volunteers can do. The PTA insurance policy explicitly excludes this activity. If staff cannot do
it, it won’t get done.) The same is true at Paly.
Most of the other mitigations proposed for Gunn already have been implemented. Gunn
PTA Traffic Safety Team already directs bike access away from the main Gunn campus
driveway. We already provide maps and circulation instructions on the school web site and
information about alternative modes of transportation (including buses, pedestrian and bike route
maps, etc.) at the beginning of the year. Gunn already limits the number of parking permits. Paly
provides some information re: Transportation on their web site as well. Please direct staff to
specify that this is already being done in their final document. We can’t realistically expect a
significant incremental mode shift from activities we are already doing.
To reiterate the primary point: Most of the mitigations proposed in this document are already in
place. We have a good idea how much mode shift we can achieve with these measures because
we are already doing them. What we cannot tell from these documents is what additional mode
shift is required to adequately mitigate the additional vehicle impacts of this project. That goal is
not quantified anywhere in the document; therefore, it is impossible to evaluate whether or not the
goal is achievable as the report claims it is. That reporting failure should be corrected. Without it
the Mitigated Negative Declaration is inadequate.
Bus ridership
The Gunn report doesn’t quantify am/pm VTA bus ridership. The same is true of City of Palo
Alto Shuttle use at Paly. Was bus use studied?
Intersection Level of Service
On page 78 (Gunn report) the report notes that Arastradero intersections at Miranda and the Gunn
driveway already are at LOS F. Additional intersection delays are not specifically quantified
because the intersection operations already are operating at an unacceptable level. However,
though there isn’t a worse LOS “grade” than F, it is possible for real world road users to
experience greater delay than they currently do. Further degradation of these intersections will
impact the performance of Arastradero Road as a whole. The report only reports this as >120
seconds in these cases, and it does not specifically quantify the delay.
Delays at the Gunn driveway at morning bell time are a key factor driving peak hour performance
of the Arastradero street system. Currently, no other single facility on Arastradero has a more
negative impact on operational efficiency of the road than Gunn HS. We need to make sure the
district has gotten this right.
The likely effect of further LOS degradation would be “peak spreading”—the peak period during
which the intersection operates at LOS F will become longer with road users choosing to travel
earlier and earlier to avoid delays. Under most circumstances, traffic would also spread later, but
that cannot happen at school sites where peak periods are driven by bell times. Peak spreading
will make the Gunn Mitigation Measure TRAN-2 that provides early morning study areas or
breakfast incentives necessary.
A mitigation to address LOS degradation was suggested in the original traffic study for this
project by Wilson Engineering. That was staggering Gunn bell times. This would spread out
arrivals, eliminating peak loads that precede current bell times. This same mitigation was
independently proposed by City of Palo Alto Consulting Engineer Gary Kruger to improve LOS
at impacted Arastradero corridor intersections. The district rejected this mitigation, citing
logistical difficulty of implementation. If the engineers’ recommended mitigation is rejected,
then a substantive alternative is required that will adequately mitigate the LOS impacts. The
current proposed mitigations do not include such an alternative mitigation.
The LOS problem remains and increased enrollment will worsen the situation at multiple
Arastradero intersections, including: Gunn driveway, Foothill, Donald/Terman. If the district
opts not to shift bell times, an adequate alternative mitigation must be identified. Gunn PTSA has
suggested opening the library earlier and adding many more zero period classes. Zero period
classes might help, depending on the number of classes. If this is to be required as an alternate
mitigation, the number of zero period classes needed to provide adequate mitigation should be
studied. The requirement should be very specific as to the number of zero period classes needed
to insure adequate split of the auto surge to mitigate LOS impacts. Further, a traffic engineer
should check to make sure that the timing of the zero period arrival time will not add traffic to
affected Arastradero intersections during the Terman morning bell time surge.
Bike Facilities—p. 79 should note the bike path that connects the rear of campus to Georgia.
Parking demand—Gunn has 461 total existing spaces with current demand at 440 (or 95
percent). As parking mitigations require no increase in parking spaces or permits, how will
PAUSD deal with probable shift of auto parking to nearby neighborhoods? Has this probable
outcome been studied and/or discussed with the City of Palo Alto? This will be less of a problem
at Paly where parking capacity is closer to projected demand, but it is a likely problem for both
sites. Because projected trip generation is underestimated (see below), it is likely the parking
problem will be much greater than the CEQA document indicates.
The purpose of an environmental review is to insure that information is gathered to inform the
planning process for proper mitigation. It is an important responsibility to the community to get
this right. We appreciate this opportunity to comment on the Draft Mitigated Negative
Declarations for Gunn and Palo Alto High Schools and we thank you for giving these comments
your usual thoughtful consideration.
Sincerely,
Penny Ellson, 2009-10 Chair and Middle School Schools Representative
Palo Alto Council of PTAs Traffic Safety Committee
Christine Fawcett, High Schools Representative
Palo Alto Council of PTAs Traffic Safety Committee
George Pierce, Elementary Schools Representative
Palo Alto Council of PTAs Traffic Safety Committee
1
Comments on the Initial Study and Environmental Checklist for California Environmental
Quality Act for the Gunn High School Master Plan dated September 2009
Arthur M. Keller, Gunn Facilities Planning Committee, PTSA Public Transit Coordinator, Palo
Alto Planning and Transportation Commission member, Gunn parent
1. The reference on page 20 to the Land Use Element of the Palo Alto Comprehensive Plan
is erroneous. The chapter is called the Land Use and Community Design element, and it
was part of the Palo Alto Comprehensive Plan for 1998-2010 adopted well before 2007.
2. The greenhouse gas analysis on page 24 and noise analysis on page 66 each assume in
increase in daily trips of 532, which may be an underestimate.
3. The various references to the Palo Alto Comprehensive Plan Update 1996 should instead
refer to the Palo Alto Comprehensive Plan 1998-2010.
4. Table 7 on page 82 states that the AM peak hour delays will remain at LOS F for both
Arastradero Road / Miranda Avenue and Arastradero Road / School Driveway.
However, no specific measure of critical delay was made other than the vague “> 120”;
however the City of Palo Alto’s traffic significance thresholds states, “A significant
impact results if the existing LOS is already D or worse at the intersections not included
in ‘a’ above and the addition of project traffic causes an increase of one second or more
of critical movement delay.”1 It is likely that the expected increase in traffic will increase
the critical movement delay by more than one second, and the mitigations proposed are
unlikely to reduce this increase to no more than one second. Furthermore, the increase in
critical movement delay of 1.8 seconds exceeds the threshold of significance as
determined by Palo Alto standards for the Arastradero Road and Donald/Terman
intersection (see Table 7, page 82), even though the report implies that this increase is
less than significant with mitigations. It is not demonstrated how the increase in critical
movement delay would be reduced by mitigations to below one second.
5. Mitigation TRAN-1 regarding setting up a carpool-matching program for students is not
realistic. The primary mechanism for such a matching program is through the student
directory, which is not released to the students until November and does not geocode the
student addresses. There is no quantification for the amount of carpooling currently
occurring nor are there quantified goals for the increase in carpooling. No reference is
made as to the apportionment of the increase of carpooling between students in carpools
driving to Gunn High School versus parents dropping off and picking up carpools.
6. Mitigation TRAN-2 contains measures that are already in practice, and it is unclear the
extent to which these measures will “not increase traffic volumes to the high school as
the student body increases.” (page 82)
7. Spillover traffic and parking at the adjacent Barron Park neighborhood may be a
consequence of the lack of increase in onsite parking spaces. No mitigation measures to
address that consequential effect is provided. For example, there may be an increase in
student dropoffs by parents on Georgia to avoid the Gunn High Driveway delay.
1 See “TRANSPORTATION SIGNIFICANCE THRESHOLDS—STUDY SESSION AND
NEW INTERIM STANDARDS (CONTINUED FROM SEPTEMBER 19, 2002),” dated
October 9, 2002, http://www.cityofpaloalto.org/civica/filebank/blobdload.asp?BlobID=7475
2
8. Will the price of student parking permits be increased if demand exceeds supply of
permits, as proposed to be limited relative to 2009. In particular, as the number of
teachers will be increased with student enrollment, more of the proposed-to-be-fixed
parking spaces will have to be allocated to staff, with fewer students parking on campus.
Replacing students driving with being dropped off by parents means replacing one-way
trips with round trips. More morning round trips means long cycle times for cars exiting
Gunn High School, adding to the critical movement delays at the Arastradero Road /
Gunn High School intersection. While doing so may be beneficial from a land-use
perspective, it is not an effective measure to reduce traffic impacts.
9. Maps are currently provided at the start of the school year illustrating preferred bicycle
routes, which includes directing students to access the campus via Georgia and Los
Robles rather than Arastradero Road. The data on Figure 12 indicates that this is
successful and it is clear what greater success is intended by these measures.
10. The proposal to get students to arrive at Gunn High School before the peak rush through
breakfast or by providing study areas is particularly unrealistic. High school students are
chronically sleep deprived.2
11. The PTSA bicycle count has exceeded 600 on a warmer day (page 84), a suggested
mitigation is to ensure that there is sufficient bike parking. As the enrollment is projected
to increase by 21% over current levels, a proportionate increase would mean at least 750
secured bicycle parking spaces. Increased incentives (such as even more than a
proportionate increase in bicycle parking) to bicycling would help to “not increase traffic
volumes to the high school as the student body increases.” (page 82)
12. Measures have already been taken to increase student use of the VTA 88 bus routes.
Another transportation mitigation measure that should be considered is to provide free
VTA Eco Passes to all students at Gunn High School as a sticker on their student body
card. The cost per student might be less if students at both Gunn High School and Palo
Alto High School were included in the program. As demand for VTA bus service
increases, PAUSD should provide support for working with the VTA to increase the
number of buses provided before and after school and perhaps increase the number of
distinct routes from the current three.
13. Another transportation mitigation measure to consider is to increase PAUSD bus service
to accommodate demand by the approximately 160 Gunn students from Los Altos Hills
and approximately 100 Gunn students from Stanford.
14. The queue of dropoffs (1100 feet in two lanes) is shared with the queue of students
parking. This combination queue increases backups, and is not considered in the report.
15. Which staff members are proposed to monitor and direct traffic during peak
dropoff/pickup times and how are they to be funded?
16. Another potential traffic mitigation is to have a right turn arrow from Arastradero Road
into the Gunn High School driveway, so that inexperienced drivers do not stop when they
have a “free” right turn and there are no pedestrians wanting to cross. Including
signalized pedestrian crosswalk across the “free” right turn would handle the
pedestrian/vehicle conflict.
2 See Laura Brown, “Early start time deprives teenagers of crucial sleep,” the Paly Voice,
December 17, 2004, http://voice.paly.net/view_story.php?id=2431
3
17. The increase in AM peak hour trip forecast of 57 more inbound trips and 25 more
outbound trips (Table 6, page 81) is contradicted by data elsewhere in the report. On
page 84, it states that the number of vehicles dropping off students is expected to increase
from 365 to 450, an increase in 85. Thus, one would expect an increase of 85 more
inbound and outbound trips just from student dropoffs alone. Considering the limitation
in parking, this number is likely to increase as noted in Item 8 above.
18. Current 11th day enrollment for Gunn High School is 1,898 and was 1,907 last year. 3
Table 6 (page 81) cites an existing student population of 1,948 with forecast of 2,259.
However, page 5 cites an enrollment (last year) of 1,917. The increased enrollment based
on Table 6 is less than 16%, while the actual increase from current levels to 2,300 is over
21%. Such a discrepancy calls into question the remaining figures in the analysis of the
Initial Study.
19. The parking requirement stated is “one [parking] space for each four teaching stations.”
(page 85). The report computes 92 teachers, but Gunn has 120 classrooms4 and likely
even more “teaching stations.”
20. We observe that only increases in the numbers of students walking, bicycling, or riding
buses to school, or increases in carpooling decreases traffic. The Initial Study states,
“The goal of the TDM program is to not increase traffic volumes to the high school as the
student body increases.” Thus, the TDM (Transportation Demand Management
Program) must be sufficient with measureable quantified goals so that an additional 400
students must arrive at Gunn High School through alternative means. The number of
students walking to school is limited by geography and is unlikely to increase. Specific
and measureable mitigations are required to increase bicycling, bus use, and carpooling
totaling 400 students. We believe that the report is inadequate because it fails to quantify
the amount of critical movement delay in the intersections studied that are at LOS F, fails
to consider the significant increase in critical movement delay at Arastradero Road and
Donald/Terman that is at LOS D, and fails to identify specific, measurable and effective
mitigations that increase bicycling, bus riding, and carpooling along with quantified
goals, and fails to analyze whether the proposed mitigations will reduce the increase in
critical movement delays to a less than significant level.
3 http://www.paloaltoonline.com/news/show_story.php?id=13854 4 http://www.trulia.com/schools/CA-Palo_Alto/Henry_M_Gunn_High_School/
DRAFT
Dear Honorable Board of Education Members,
I am submitting for your review my draft comments on the Trasnportation /Traffic
sections of the Gunn and Paly Draft Mitigated Negative Declarations.
The transportation elements of the Paly and Gunn environmental documents are
remarkably short for projects of this scale. It makes reading them quick, but thoughtful
review difficult. Some basic information is missing.
TDM Plan Lacks Specific Goals & Critical Program Details
The Gunn report relies on Transportation Demand Management (TDM) plans for
mitigations. However, the proposed mitigation plan doesn’t define performance criteria.
Transportation mode shift, that is the percentage of students shifting from autos to other
modes of transportation, which would be needed to provide adequate mitigation, is never
quantified. Without that data, it is impossible to evaluate whether or not the report‘s
conclusion that adequate mitigation is achievable is correct or incorrect. What is the
mode shift goal of these mitigations? How many car trips need to be shifted to other
modes in order to mitigate the transportation impacts of this expansion? Precisely how
will that goal be achieved?
Further, elements that could determine the success or failure of a TDM plan are not
adequately specified, making it unenforceable. Typically, well written TDM plans have
very specific participation and mode shift goals that should be attributed to each element
of the plan. There is none of that in this plan.
For example, a carpool matching program is cited as a required mitigation measure,
yet the program has no goals attached to it in terms of participation. No specifics about
organization of the matching program are outlined. Who will be responsible for
organizing and managing the carpool matching program? Staff? PTA volunteers? Have
they agreed to do this? What funding source will be used for this? This is time intensive
work. What resources will PAUSD be required to apply to the carpool matching
program? Carpool matching programs are most successful when students are matched at
the very beginning of the school year before commute patterns are established. Will
PAUSD release information to make it possible to create a carpool matching database or
maps in time to meet this critical deadline? Even with this commitment, we don’t yet
have a carpool matching model that we know really works for this school district. The
PTA Traffic Safety Committee has experimented at Escondido and Ohlone with several
carpool matching models yielding limited success. (Our best performance to date has
been this year’s report from Ohlone, increasing from 26 carpoolers last year to 45
carpoolers this year.) The district has not allowed us to create an on-line matching
program so we have not been able to explore that as an option.
Another example is the bike parking facilities mitigation in the Gunn report:
Mitigation Measure TRAN-2 states that bike racks should be located in convenient areas
to facilitate ease of queues, safety, and accessibility. This is a good idea; however, the
number of additional bike parking spaces needed should be quantified in the Gunn and
Paly reports. Further, the mitigation measure should specify that these additional spaces
will be made available during the construction period as staff has agreed to do in recent
meetings. A plan that depends on encouraging alternative modes as a primary mitigation
should carefully spell out facilities capacity needs for those alternative modes. I suggest,
at minimum, that enough bike parking spaces should be provided to meet current peak
demand. That would require a minimum of 633 bike parking spaces at Gunn and 582 at
Paly. Since the goal is to increase the number of bikes, we should plan for even greater
numbers based on mode shift need. Please direct staff to make these corrections in the
final draft.
Further, the driveway and circulation design for both sites is still underway. It will be
critically important to address the comfort and safety of bicyclists and pedestrians if we
are to achieve successful mode shift. Usually, the parking/circulation plan for all modes
would be included in the mitigations list as it must be part of the mitigation in a TDM
plan in order to make it work.
Gunn Mitigation Measure TRAN-4 requires staff to monitor and direct onsite traffic
during peak drop-off/pick-up times. This is something Gunn staff has not been able to do
consistently in the past. Is there funding for additional staff time? Has anyone asked
Gunn staff how they will be able to implement this mitigation in the future? (Traffic
Direction is not something PTA volunteers can do. The PTA insurance policy explicitly
excludes this activity. If staff cannot do it, it won’t get done.)
Most of the other mitigations proposed for Gunn already have been implemented.
Gunn PTA Traffic Safety Team already directs bike access away from the main Gunn
campus driveway. We already provide maps and circulation instructions on the school
web site and information about alternative modes of transportation (including buses,
pedestrian and bike route maps, etc.) at the beginning of the year. Gunn already limits
the number of parking permits. Please direct staff to specify that this is already being
done in their final document. We can’t realistically expect a significant incremental mode
shift from activities we are already doing.
To reiterate the primary point: Most of the mitigations proposed in this document are
already in place. We have a good idea how much mode shift we can achieve with these
measures because we are already doing them. What we cannot tell from these documents
is what additional mode shift is required to adequately mitigate the additional vehicle
impacts of this project. That goal is not quantified anywhere in the document; therefore,
it is impossible to evaluate whether or not the goal is achievable as the report claims it is.
That reporting failure should be corrected.
Bus ridership
The Gunn report doesn’t quantify am/pm VTA bus ridership. Was bus use studied?
Intersection Level of Service
On page 78 (Gunn report) the report notes that Arastradero intersections at Miranda and
the Gunn driveway already are at LOS F. Additional intersection delays are not
specifically quantified because the intersection operations already are operating at an
unacceptable level. However, though there isn’t a worse LOS “grade” than F, it is
possible for real world road users to experience greater delay than they currently do.
Further degradation of these intersections will impact the performance of Arastradero
Road as a whole. The report only reports this as >120 seconds in these cases, and it does
not specifically quantify the delay.
Delays at the Gunn driveway at morning bell time are a key factor driving peak hour
performance of the Arastradero street system. Currently, no other single facility on
Arastradero has a more negative impact on operational efficiency of the road than Gunn
HS. We need to make sure the district has gotten this right.
The likely effect of further LOS degradation would be “peak spreading”—the peak
period during which the intersection operates at LOS F will become longer with road
users choosing to travel earlier and earlier to avoid delays. Under most circumstances,
traffic would also spread later, but that cannot happen at school sites where peak periods
are driven by bell times. Peak spreading will make the Gunn Mitigation Measure TRAN-
2 that provides early morning study areas or breakfast incentives necessary.
An alternate mitigation that might be considered (suggested in the original traffic
study by Wilson Engineering) would be staggering Gunn bell times. This would spread
out arrivals, eliminating peak loads that precede current bell times. There would be
schedule complications, but this would immediately reduce the bell time surge of auto
traffic. This is critically important because at Gunn there is only one driveway. The
current bell time surge at that driveway is the equivalent of over 1,200 autos entering per
hour in the twenty minute period 7:40-8:00am. This problem certainly will be
exacerbated by a campus expansion and could be most effectively addressed by
staggering bell times. However, when this was previously discussed it was dismissed as
impractical by the district. Site expansion creates enough additional delay that this is an
option worth revisiting.
Bike Facilities—p. 79 should note the bike path that connects the rear of campus to
Georgia.
Parking demand—Gunn has 461 total existing spaces with current demand at 440 (or 95
percent). As parking mitigations require no increase in parking spaces or permits, how
will PAUSD deal with probable shift of auto parking to nearby neighborhoods? Has this
probable outcome been studied and/or discussed with the City of Palo Alto? This will be
less of a problem at Paly where parking capacity is closer to projected demand, but it is a
likely problem for both sites. Because projected trip generation is underestimated (see
below), it is likely the parking problem will be much greater than the CEQA document
indicates.
Trip Generation Projection--The report uses standard figures for increases in trips
based on the land use category from the ITE. While this may satisfy a California
Environmental Quality Act (CEQA) requirement, it does not necessarily predict the
situation at Gunn High School or Paly today. For example, the present number of
morning peak hour auto trips at Gunn is 922. The ITE formula is for every 3.79 students
we add one car trip. Based on the ITE model there currently should be 514 auto trips in
the peak hour. So, readers of this report should be cautioned that the ITE formula
underestimates the forecast of new auto trips with the increase in student population. The
increase in trips very likely will be significantly greater than the ITE forecast of 82 trips,
possibly as much as 75% higher when we extrapolate from today’s 2.11 students per car
trip. A difference of this scale will likely have a significant impact but it is not modeled
in this analysis.
The purpose of an environmental review is to insure that information is gathered that can
inform the planning process for proper mitigation. It is an important responsibility to the
community to get this right.
Thank you for giving these comments your usual thoughtful consideration.
Sincerely,
Penny Ellson
To: Tom Hodges, Program Director
Palo Alto Unified School District
25 Churchill Ave., Palo Alto, CA 94306
From: Joan Jacobus
3833 La Donna Ave, Palo Alto, CA 94306
Subject: Gunn High School Master Plan dated September 2009
CEQA Initial Study and Environmental Checklist in support of proposed
Mitigated Negative Declaration – TRAFFIC, pages 75-86
Date: November 17, 2009
In light of the Sheriff’s Office changing their policy regarding drop offs at the Miranda VTA bus stop,
the Wilson Engineering Reports, on which the traffic mitigation measures are based, will need to be
revised. Even if the Sheriff’s Office reverses their current decision, at any point in the future they
could again prevent drop offs at the bus stop. Presently 161 cars (44%) use Miranda for morning
drop off, compared to 204 cars that use the Gunn driveway, so this is a significant issue. Those
161 cars cannot be redirected to the Gunn driveway which is already overcapacity (LOS F).
Identifying another drop off location on the Los Altos Hills side of campus is critical.
Given the low level of service (LOS D&F) already present at the four study intersections, additional
traffic mitigation measures must be considered. Several educational options were identified by the
High School Task Force, which met during 2007 and published its report to the PAUSD Board of
Education on 12/18/07, that could be considered for traffic mitigation. They are:
a. Online learning
b. Independent study options
c. Late afternoon/evening courses
d. Extension of the school day by adding 0 and 8th periods
e. Staggered start times for students
f. Off-campus course work
What these educational options have in common is that they allow students to arrive at campus as
needed, but not necessarily at the morning bell, thus may be helpful in mitigating the morning traffic
peak. Now is the time for PAUSD and Gunn staff to begin investigation of one or several of these
options to meet the needs of the growing Gunn population and its growing traffic demands.
For more information, please refer to the PAUSD BOE packet, Discussion Item 1,
Recommendations from the High School Task Force, 12/18/07, page3-4.
Given the shortcomings in the CEQA document concerning traffic mitigation proposals, the
Mitigated Negative Declaration should not be adopted by PAUSD without additional traffic
mitigation measures.
Thank you for the opportunity to submit comments. If you have any questions, please contact me
at 650-856-7480.
TRANSPORTATION DIVISION
Memorandum
Date: November 16, 2009
To: Tom Hodges, Program Director, Palo Alto Unified School District
From: Rafael Rius, P.E., Transportation Project Engineer, City of Palo Alto
Subject: Palo Alto Unified School District – Transportation Comments on the
Gunn High School and Palo Alto High School Master Plan, Initial
Studies
The following are the City’s comments on the Transportation/Traffic sections (Chapters
15) of the Initial Studies for the Draft Mitigated Negative Declarations (MND) prepared
for the Gunn High School and Palo Alto High School Master Plans, dated October 2,
2009 and October 3, 2009, respectively.
Impact Analysis:
Trip Generation provided is based on the Institute of Transportation Engineers – Trip
Generation Manual. Per the ITE, for unique instances or where more detailed
information is available, actual count data should be applied. Part of the reason is that
the school district does not provide any bus services, and the local public transit is
limited to approximately 3 routes during each of the peak periods.
Re: Palo Alto HS - PAUSD conducted a traffic analysis in May 2009 which included
detailed data collection and projections of traffic. Per the May 2009 study,
approximately 134 additional vehicles would drive and park on the campus and 148
additional vehicular drop-offs would occur. Combined, this would result in
approximately 430 additional AM peak hour vehicle trips, which is substantially
greater than the 138 additional trips presented in Table 7 of the MND.
Re: Gunn HS - PAUSD conducted a traffic analysis in May 2009 which included
detailed data collection. Per the May 2009 study, approximately 93 additional
vehicles would drive and park on the campus and 85 additional drop-offs would
occur. Combined, this would result in approximately 263 additional AM peak hour
vehicle trips, which is substantially greater than the 82 additional trips presented in
Table 6 of the MND.
The City of Palo Alto has significance criteria for intersections that already operate at
LOS E or F. The impact analysis for the deficient intersections was not quantified
using the City’s thresholds of significance, and should be conducted to determine if a
November 16, 2009
Page 2 of 3
significant impact would occur. Instead the impact analysis qualitatively states that
the proposed project would increase vehicular traffic. By quantifying the level of
impact, appropriate levels of mitigation can be identified. Attached are the City’s
significance criteria for traffic impact analysis which should be used in evaluating the
traffic impacts generated by the project on Palo Alto streets.
Proposed Mitigation Measures:
Because the estimated increase in traffic is underestimated, the proposed mitigation
most likely will need to include more stringent measures aside from incentives or
voluntary ride-share programs. Comprehensive carpooling programs at other schools
in the area have shown minimal success. Mitigation measures should be identified
subsequent to preparation of an updated traffic analysis using the City’s significance
criteria.
By restricting the amount of parking permits, the measures should include any
proposals to minimize the amount of parking on neighborhood streets.
A staggered bell schedule for Gunn High School was previously recommended by the
PAUSD consulting traffic engineers, as well as City of Palo Alto staff. This should
be included as a potential mitigation alternative, since it would be one of the more
effective measures.
Attachments:
City of Palo Alto Significance Criteria for Transportation Impacts
ENVIRONMENTAL CRITERIA (SIGNIFICANCE THRESHOLDS) USED BY
THE CITY OF PALO ALTO
Transportation
A traffic impact is considered significant if the project will:
• Cause a local (City of Palo Alto) intersection to deteriorate below Level of Service
(LOS) D; or
• Cause a local intersection already operating at LOS E or F to deteriorate in the
average control delay for the critical movements by four seconds or more, and the
critical volume/capacity ratio (V/C) value to increase by 0.01 or more; or
• Cause a regional intersection to deteriorate from an LOS E or better to LOS F; or
• Cause a regional intersection already operating at LOS F to deteriorate in the
average control delay for the critical movements to increase by four seconds or
more, and the critical V/C value to increase by 0.01 or more; or
• Cause queuing impacts based on a comparative analysis between the design queue
length and the available queue storage capacity. Queuing impacts include, but are
not limited to, spillback queues at project access locations; queues at turn lanes at
intersections that block through traffic; queues at lane drops; queues at one
intersection that extend back to impact other intersections, and spillback queues on
ramps; or
• Cause a freeway segment (for each direction of traffic) to operate at LOS F or
contribute traffic in excess of 1% of segment capacity to a freeway segment
already operating at LOS F; or
• Impede the development or function of planned pedestrian or bicycle facilities; or
• Impede the operation of a transit system as a result of congestion; or
• Create an operational safety hazard; or
• Cause any change in traffic that would increase the Traffic Infusion on Residential
Environment (TIRE) index by 0.1 or more on a local or collector residential street;
or
• Result in inadequate on-site parking capacity; or
• Result in inadequate emergency access.
1
Lesley Lowe
From:Aimee Lopez [alopez@ocmi.com]
Sent:Monday, November 02, 2009 9:59 AM
To:Lesley Lowe; Cory Barringhaus
Subject:FW: Comments on Draft Mitigated Negative Declaration for Gunn HighSchool Master Plan
I believe you may have these already. Following are additional comments.
Thanks,
Aimée
-----Original Message-----
From: Tom Hodges
Sent: Monday, November 02, 2009 8:23 AM
To: Aimee Lopez
Subject: FW: Comments on Draft Mitigated Negative Declaration for Gunn High School Master
Plan
To ESA please.
T
________________________________________
From: Sue Ma [SMa@waterboards.ca.gov]
Sent: Friday, October 30, 2009 3:16 PM
To: rsmith@pausd.org; thodges@pausd.org
Cc: Joe Teresi; Ken Torke; Phil Bobel; Brian Wines; Dale Bowyer
Subject: Comments on Draft Mitigated Negative Declaration for Gunn High School Master Plan
Greetings:
Water Board staff has reviewed the Draft Mitigated Negative Declaration for the Gunn High
School Master Plan project located at 780 Arastradero Road, northeast of the intersection
of Arastradero Road and Foothill Expressway in the city of Palo Alto. The proposed
project features construction of new buildings and other structures, including two new
classroom buildings, a new gymnasium, and a new Performing Arts Center.
The subject document identifies water quality as an issue and acknowledges that the
project is subject to the New and Redevelopment Requirements (Provision C.3.) in the City
of Palo Alto's municipal stormwater permit. Provision C.3. requires that new and
redevelopment projects treat stormwater runoff to remove pollutants to the maximum extent
practicable and consider/limit changes in the runoff hydrograph. The subject document
mentions vegetated swales, detention basins, and landscape infiltration systems as methods
to comply with C.3. but does not provide any specific details on the proposed methods
being considered for this particular project. These issues need to be identified and
addressed early in the planning and design process; stormwater treatment should not be an
afterthought once the project is built. Therefore, the subject document should be
revised to provide enough detail on the proposed mitigation alternatives so that we can
adequately assess the project's compliance with Provision C.3.
You should also be aware that a new regional municipal stormwater permit (Water Board
Order No. R2-2009-0074) was issued on October 14, 2009, to all municipalities and local
agencies in Alameda, Contra Costa, San Mateo, and Santa Clara counties, and the cities of
Fairfield, Suisun City, and Vallejo. Provision C.3. of the new permit specifically
requires that stormwater treatment be addressed using Low Impact Development techniques,
such as infiltration, harvesting and reuse, evapotranspiration, and biotreatment.
Please call or email me if you have any questions.
Sue Ma
Water Resources Control Engineer
2
1515 Clay Street, Suite 1400
Oakland, CA 94612
510-622-2386
FAX 510-622-2460
SMa@waterboards.ca.gov
November 19, 2009
FROM: Penny Ellson
Attn: Tom Hodges
Palo Alto Unified School District
25 Churchill, Building D
Palo Alto, CA 94306
The CEQA document points to a higher volume of drop-offs on Miranda (161) than
previous years. It is not clear what the reasons for an increase in volume at that location
might be.
In addition, the County Sheriff, in response to recent traffic safety complaints from VTA,
began ticketing people for dropping off students at that location last week. This activity
has begun pushing autos from Miranda to the Arastradero entrance. We can’t assume
that additional volume can be accommodated elsewhere on the public streets.
We request that the CEQA document be revised to include the effects of any resulting
diversion of drop-off traffic from Miranda. These revisions should be included in the
existing conditions so that mitigations might be studied to address this issue, considering
motor vehicle, pedestrian and bicycle safety.
At today’s City School Traffic Safety Committee meeting, CPA Transportation Engineer
Rafael Rius stated that the city would be open to discussing possible safety improvements
to the Miranda area with PAUSD.
1
Comments on the Initial Study and Environmental Checklist for California Environmental
Quality Act for the Gunn High School Master Plan dated September 2009
Arthur M. Keller, Gunn Facilities Planning Committee, PTSA Public Transit Coordinator,
Gunn parent
1. The reference on page 20 to the Land Use Element of the Palo Alto Comprehensive Plan
is erroneous. The chapter is called the Land Use and Community Design element, and it
was part of the Palo Alto Comprehensive Plan for 1998-2010 adopted well before 2007.
2. The greenhouse gas analysis on page 24 and noise analysis on page 66 each assume in
increase in daily trips of 532, which may be an underestimate.
3. The various references to the Palo Alto Comprehensive Plan Update 1996 should instead
refer to the Palo Alto Comprehensive Plan 1998-2010.
4. Table 7 on page 82 states that the AM peak hour delays will remain at LOS F for both
Arastradero Road / Miranda Avenue and Arastradero Road / School Driveway.
However, no specific measure of critical delay was made other than the vague “> 120”;
however the City of Palo Alto’s traffic significance thresholds states, “A significant
impact results if the existing LOS is already D or worse at the intersections not included
in ‘a’ above and the addition of project traffic causes an increase of one second or more
of critical movement delay.”1 It is likely that the expected increase in traffic will increase
the critical movement delay by more than one second, and the mitigations proposed are
unlikely to reduce this increase to no more than one second. Furthermore, the increase in
critical movement delay of 1.8 seconds exceeds the threshold of significance as
determined by Palo Alto standards for the Arastradero Road and Donald/Terman
intersection (see Table 7, page 82), even though the report implies that this increase is
less than significant with mitigations. It is not demonstrated how the increase in critical
movement delay would be reduced by mitigations to below one second.
5. Mitigation TRAN-1 regarding setting up a carpool-matching program for students is not
realistic. The primary mechanism for such a matching program is through the student
directory, which is not released to the students until November and does not geocode the
student addresses. There is no quantification for the amount of carpooling currently
occurring nor are there quantified goals for the increase in carpooling. No reference is
made as to the apportionment of the increase of carpooling between students in carpools
driving to Gunn High School versus parents dropping off and picking up carpools.
6. Mitigation TRAN-2 contains measures that are already in practice, and it is unclear the
extent to which these measures will “not increase traffic volumes to the high school as
the student body increases.” (page 82)
7. Spillover traffic and parking at the adjacent Barron Park neighborhood may be a
consequence of the lack of increase in onsite parking spaces. No mitigation measures to
address that consequential effect is provided. For example, there may be an increase in
student dropoffs by parents on Georgia to avoid the Gunn High Driveway delay.
1 See “TRANSPORTATION SIGNIFICANCE THRESHOLDS—STUDY SESSION AND
NEW INTERIM STANDARDS (CONTINUED FROM SEPTEMBER 19, 2002),” dated
October 9, 2002, http://www.cityofpaloalto.org/civica/filebank/blobdload.asp?BlobID=7475
2
8. Will the price of student parking permits be increased if demand exceeds supply of
permits, as proposed to be limited relative to 2009. In particular, as the number of
teachers will be increased with student enrollment, more of the proposed-to-be-fixed
parking spaces will have to be allocated to staff, with fewer students parking on campus.
Replacing students driving with being dropped off by parents means replacing one-way
trips with round trips. More morning round trips means long cycle times for cars exiting
Gunn High School, adding to the critical movement delays at the Arastradero Road /
Gunn High School intersection. While doing so may be beneficial from a land-use
perspective, it is not an effective measure to reduce traffic impacts.
9. Maps are currently provided at the start of the school year illustrating preferred bicycle
routes, which includes directing students to access the campus via Georgia and Los
Robles rather than Arastradero Road. The data on Figure 12 indicates that this is
successful and it is clear what greater success is intended by these measures.
10. The proposal to get students to arrive at Gunn High School before the peak rush through
breakfast or by providing study areas is particularly unrealistic. High school students are
chronically sleep deprived.2
11. The PTSA bicycle count has exceeded 600 on a warmer day (page 84), a suggested
mitigation is to ensure that there is sufficient bike parking. As the enrollment is projected
to increase by 21% over current levels, a proportionate increase would mean at least 750
secured bicycle parking spaces. Increased incentives (such as even more than a
proportionate increase in bicycle parking) to bicycling would help to “not increase traffic
volumes to the high school as the student body increases.” (page 82)
12. Measures have already been taken to increase student use of the VTA 88 bus routes.
Another transportation mitigation measure that should be considered is to provide free
VTA Eco Passes to all students at Gunn High School as a sticker on their student body
card. The cost per student might be less if students at both Gunn High School and Palo
Alto High School were included in the program. As demand for VTA bus service
increases, PAUSD should provide support for working with the VTA to increase the
number of buses provided before and after school and perhaps increase the number of
distinct routes from the current three.
13. Another transportation mitigation measure to consider is to increase PAUSD bus service
to accommodate demand by the approximately 160 Gunn students from Los Altos Hills
and approximately 100 Gunn students from Stanford.
14. The queue of dropoffs (1100 feet in two lanes) is shared with the queue of students
parking. This combination queue increases backups, and is not considered in the report.
15. Which staff members are proposed to monitor and direct traffic during peak
dropoff/pickup times and how are they to be funded?
16. Another potential traffic mitigation is to have a right turn arrow from Arastradero Road
into the Gunn High School driveway, so that inexperienced drivers do not stop when they
have a “free” right turn and there are no pedestrians wanting to cross. Including
signalized pedestrian crosswalk across the “free” right turn would handle the
pedestrian/vehicle conflict.
2 See Laura Brown, “Early start time deprives teenagers of crucial sleep,” the Paly Voice,
December 17, 2004, http://voice.paly.net/view_story.php?id=2431
3
17. The increase in AM peak hour trip forecast of 57 more inbound trips and 25 more
outbound trips (Table 6, page 81) is contradicted by data elsewhere in the report. On
page 84, it states that the number of vehicles dropping off students is expected to increase
from 365 to 450, an increase in 85. Thus, one would expect an increase of 85 more
inbound and outbound trips just from student dropoffs alone. Considering the limitation
in parking, this number is likely to increase as noted in Item 8 above.
18. Current 11th day enrollment for Gunn High School is 1,898 and was 1,907 last year. 3
Table 6 (page 81) cites an existing student population of 1,948 with forecast of 2,259.
However, page 5 cites an enrollment (last year) of 1,917. The increased enrollment based
on Table 6 is less than 16%, while the actual increase from current levels to 2,300 is over
21%. Such a discrepancy calls into question the remaining figures in the analysis of the
Initial Study.
19. The parking requirement stated is “one [parking] space for each four teaching stations.”
(page 85). The report computes 92 teachers, but Gunn has 120 classrooms4 and likely
even more “teaching stations.”
20. We observe that only increases in the numbers of students walking, bicycling, or riding
buses to school, or increases in carpooling decreases traffic. The Initial Study states,
“The goal of the TDM program is to not increase traffic volumes to the high school as the
student body increases.” Thus, the TDM (Transportation Demand Management
Program) must be sufficient with measureable quantified goals so that an additional 400
students must arrive at Gunn High School through alternative means. The number of
students walking to school is limited by geography and is unlikely to increase. Specific
and measureable mitigations are required to increase bicycling, bus use, and carpooling
totaling 400 students. We believe that the report is inadequate because it fails to quantify
the amount of critical movement delay in the intersections studied that are at LOS F, fails
to consider the significant increase in critical movement delay at Arastradero Road and
Donald/Terman that is at LOS D, and fails to identify specific, measurable and effective
mitigations that increase bicycling, bus riding, and carpooling along with quantified
goals, and fails to analyze whether the proposed mitigations will reduce the increase in
critical movement delays to a less than significant level.
3 http://www.paloaltoonline.com/news/show_story.php?id=13854 4 http://www.trulia.com/schools/CA-Palo_Alto/Henry_M_Gunn_High_School/
Correspondence sent via email
•
These November 18, 2009
TO: Tom Hodges <thodges@pausd.org>,
CC: Bart Carey <bcarey@careyvision.com>, Tom Jacoubowsky <tjacoubowsky@pausd.org>,
Noreen Likins <nlikins@pausd.org>, Duncan MacMillan <dmcmllan@pacbell.net>,
Tracey Stewart <tstewart@folsom.net>,
Dear Mr. Hodges:
I am writing to forward the statement of the Los Altos Hills Education Committee (EC) and the
Los Altos Hills City Council as public comment against the adoption of a Mitigated Negative
Declaration under the California Environmental Quality Act (CEQA) for the projects at Henry M.
Gunn High School (Gunn), located at 780 Arastradero Road, Palo Alto.
This position has been reviewed and approved by the Los Altos Hills City Council.
The Committee wishes to raise its concern that the CEQA document is inadequate concerning
proposed traffic mitigations at Gunn, specifically that the report ignores approximately 44% of
student drop-offs that now occur along Miranda Avenue from its proposed mitigation, TRAN-3.
In addition, it appears to the Committee that the situation along Miranda has seriously worsened
over the past weeks with the Santa Clara County Sheriff's Department ticketing parents along
Miranda for what were previously thought to be permissible drop-offs.
It also appears from a meeting between a subcommittee of the EC and the principal and assistant
principal of Gunn that sufficient resources do not exist internally at Gunn to proactively deal with
the short-term traffic issues along Miranda. We are additionally concerned that any west-side
entry mitigations would need to wait until another bond issue if they are not addressed now.
There should be an agreement now to task the traffic engineer and architect to propose mitigation
recommendations along Miranda, including a possible campus entry point for drop-off purposes.
For these reasons, the Los Altos Hills Education Committee and the Los Altos Hills City Council
feel the CEQA document is inadequate, should be rejected as defective, and that a Mitigated
Negative Declaration should not be adopted until and unless Miranda Avenue traffic issues are
addressed as part of the initially-funded phases of improvements at Gunn.
Sincerely,
Bart Carey
Chair, Los Altos Hills Education Committee
26379 Fremont Road
Los Altos Hills
California 94022
650 / 941-7222
Fax: 650/941-3160
Lesley Lowe
From: Aimee Lopez [alopez@ocmi.com]
Sent: Thursday, November 19, 2009 4:57 PM
To: Cory Barringhaus; Lesley Lowe
Cc: 'John Wilson'
Subject: FW: Gunn expansion needs a new bell schedule, not earlier start times
Page 1 of 2
1/29/2010
Aimée M. Lopez | Project Manager
O'Connor Construction Management, Inc.
Palo Alto Unified School District
25 Churchill Ave., Bldg. D, Palo Alto, CA94306
650.329.3968 | Fax 650.327.3588 | Cell 925.580.2714
e-mail: ailopez@pausd.org
From: Tom Hodges
Sent: Wednesday, November 04, 2009 9:40 AM
To: Aimee Lopez
Subject: FW: Gunn expansion needs a new bell schedule, not earlier start times
For ESA
Thomas Hodges - Sr. Vice President
O’Connor Construction Management, Inc.
7041 Koll Center Parkway, Suite 135 | Pleasanton, CA 94566
925.426.1578 | 925.426.1587 FAX | 650.296.8087 CELL
From: Meri Gruber [mailto:meri.gruber@gmail.com]
Sent: Monday, November 02, 2009 10:55 PM
To: thodges@pausd.org
Subject: Gunn expansion needs a new bell schedule, not earlier start times
Dear Mr Hodges,
I am writing to send you my comments to the Gunn High School Master Plan, Initial Study and
Environmental Checklist Form California Environmental Quality Act (CEQA)
The traffic mitigation plan on p. 83 suggest getting students to school earlier. This is counter to the well
documented research regarding teens and sleep. The teen internal clock shifts and earlier start times
forces chronic sleep loss.
We continue to operate with the assumption that teens are like adults, that sleep loss is tiring but
manageable. However the well researched and documented reality is that the magnitude of the effect of
sleep loss on teens is exponentially damaging.
Also, the document significantly under estimates the increased traffic. The use of a standard trip rate
doesn't reflect local conditions (i.e. no school buses). For example, the present number of morning peak
hour auto trips at Gunn is 922. Using the standard trip rate the number would be 514.
This is a great opportunity for a staggered bell schedule, not earlier arrival times.
Best regards,
Meri Gruber
--
Meri Gruber
cell: 650-269-3570
Page 2 of 2
1/29/2010
Attachment B
Approved: November 17, 2009 Regular Meeting
October 27, 2009
Page 1
BOARD OF EDUCATION Attachment Consent 4
PALO ALTO UNIFIED SCHOOL DISTRICT Date: November 17, 2009
Complete tape recordings of most Board Meetings are available at 25 Churchill Avenue. Meetings are also
available on demand at http://www.communitymediacenter.net/watch/pausd_webcast/PAUSDondemand.html
MINUTES FOR REGULAR MEETING OF OCTOBER 27, 2009
Call to Order The Board of Education of Palo Alto Unified School District held a Regular Meeting in the Board Room at 25 Churchill
Avenue, Palo Alto, California. Barb Mitchell, President, called the meeting to order at 5:30 p.m.
Members present:
Ms. Barb Mitchell, President
Ms. Barbara Klausner, Vice President
Ms. Melissa Baten Caswell
Mr. Dana Tom
Ms. Camille Townsend
Mr. Steve Zhou, Student Board Rep, Gunn High School
Mr. Jason Willick, Student Board Rep, Palo Alto High School
Staff present:
Dr. Kevin Skelly, Superintendent
Dr. Linda Common, Assistant Superintendent
Mrs. Ginni Davis, Assistant Superintendent
Dr. Scott Bowers, Assistant Superintendent
Dr. Robert Golton, Co Chief Business Official
Mrs. Cathy Mak, Co Chief Business Official
Dr. William Garrison, Director
Adjourn to Closed Session The Board adjourned to closed session pursuant to Government Code 54957 for Employee Evaluation regarding the
Superintendent; pursuant to Government Code 54961 for Liability Claims – Ng vs PAUSD; Flusberg vs PAUSD; Miao vs
PAUSD; pursuant to Government Code 54957.6 for Conference with Labor Negotiator Dr. Scott Bowers, regarding PAEA,
CSEA, and Non-represented groups; pursuant to Government Code 54957 regarding Employee Discipline / Dismissal /
Release; and for Student Discipline in Two Cases.
Reconvene in Open Session The Board reconvened in open session at 6:32 p.m. Mitchell announced the board took action, as follows, on three liability
claims.
MOTION: It was moved by Townsend, seconded by Baten Caswell, and motion carried 5-0 to issue payment in the
amount of $436.41 in Ng vs PAUSD.
MOTION: It was moved by Townsend, seconded by Baten Caswell, and motion carried 5-0 to issue payment in the
amount of $787.09 in Flusberg vs PAUSD.
MOTION: It was moved by Townsend, seconded by Baten Caswell, and motion carried 5-0 to reject the claim in
Miao vs PAUSD.
Approval of Agenda Order MOTION: It was moved by Baten Caswell; seconded by Townsend; and motion carried 5-0 to approve the agenda
order.
Student Board Representatives Willick, of Palo Alto High School, reported homecoming week is ongoing; a rally was held during advisory and showcased a
new Paly fight song; the quarter ended last week; there is online reporting by teachers; and he commented on the impact at
Paly from the recent suicide.
Zhou, of Gunn High School, reported on girls’ water polo; homecoming was the previous week and students worked around
the weather; student government was reviewing issues from the event; discussed the recent suicide and student-led promotion of communication among students and adults
Staff and Student Successes Skelly noted the 120 commended high school students for the National Merit Scholarship included in the packet. He also
commented on violin performances of Alexi Kenney.
Skelly commented on the continuing work on the issue of suicide, impressed with how students at Gunn are working with staff. Staff is attending meetings on the state budget, working on reductions with the leadership team remaining faithful to
the values, have reached tentative agreements with the bargaining units and hope to bring agreements to the Board on
Approved: November 17, 2009 Regular Meeting
October 27, 2009
Page 2
MINUTES FOR REGULAR MEETING OF OCTOBER 27, 2009
November 10, 2009, action for on November 17; are pleased to work with Triona Gogarty (PAEA) and Jeremy Sakakihara (CSEA). Skelly spoke of his cycling to “Scaremeadow” and other schools with Townsend and Klausner. Staff is
researching the achievement gap question raised at the previous meeting and will be providing information on
November 10, 2009. Skelly then introduced Ann Durkin, new director of technology, who comes to the district from HP.
Durkin noted she was thrilled to be part of the district and that she is looking forward to meeting everyone.
Golton showed phots from walk/cycle day at the various schools, the Terman science fair, and Nixon tree planting. The
construction update included the Citizens’ Oversight Committee meeting, the El Camino fields at Paly, the Gunn pool and
dedication, and the Gunn industrial arts building.
Consent Calendar MOTION: It was moved by Tom, seconded by Townsend, and motion carried 5-0 to approve the consent calendar
including certificated and classified personnel actions, warrants of September 2009, the Uniform Complaint
(Williams Settlement and Valenzuela/CAHSEE Lawsuit Settlement) Quarterly Report for July 1-September
30, 2009, Addendums No. 3, 4, and 5 with Gelfand Partners, and the renewal of Student Teaching/Intern
Agreements. The minutes for October 13, 2009, were pulled for separate discussion.
Klausner requested the minutes be changed to pull the phrase “in the not yet proficient category” from the
eighth bullet on page two, feeling the term is confusing.
MOTION: It was moved by Klausner; seconded by Townsend, and motion carried 5-0 to approve the revised minutes
with the correction as noted above.
Public Hearing
Notice of Intent to Adopt a
Mitigated Negative and
Declaration Draft Initial
Study/Mitigated Negative
Declaration for 780 Arastradero
Road, Palo Alto, CA (Gunn High
School)
Mitchell opened the public hearing.
Duncan MacMillan spoke about the traffic data presented in the report, referring to page 80, noting it only addresses half the
traffic issues. He felt miranda needs to be addressed now or it won’t be done for years. He asked for this priority move up
on the list.
Penny Ellson spoke about mitigations and the need to address car trips, noting we can’t expect load shift by continuing what
is already being done. She would like to look at other trip reductions. Bike parking spaces are needed; car parking is
probably underestimated as well. She referred the Board and staff to the document she sent.
Mitchell closed the public hearing.
Public Hearing
Notice of Intent to Adopt a
Mitigated Negative and
Declaration Draft Initial
Study/Mitigated Negative
Declaration for 50 Embarcadero
Road, Palo Alto, CA (Palo Alto
High School)
Mitchell opened the public hearing.
Penny Ellson indicated the same issues apply to Paly. The left turn pocket into the school needs to be reconsidered, same
issues for bike parking, car parking, and supervision.
Mitchell closed the public hearing.
Information
Strategic Plan Goals and
Accountability Results
Skelly indicated this is the second of two reports. Common thanked Garrison for gathering the data on high schools. The
PowerPoint presentation reviewed:
• Purpose of the report
• Strategic Plan Goals 1 and 2
• The UC/CSU a-g course requirements
• Comparisons of Selected CA High Schools – percentage of students completing the a-g courses
• Number of students and percentage of those meeting a-g requirements for 2008 and 2009
• Number of African American and Hispanics students and percentage meeting a-g requirements for 2008 and 2009
• Number of students and percentage of those missing 1 or 2 a-g course requirements
• College Board SAT Exam mean scores and participation rates for 2006, 2007, 2008, and 2009 for Critical Reading,
Math, and Writing
• SAT comparison for class of 2009 vs California and national for Critical Reading, Math, and Writing
• 2008 SAT Rankings: 10 Top CA High Schools for Critical Reading, Math, and Writing (including class of 2009 for
Gunn and Paly)
• National Merit Students commended or semifinalists for Gunn and Paly 2008, 2009, and 2010
• AP Exams Taken, May 2009 Results for both high schools
• AP Exam Scores from May 2007, 2008, and 2009
• 2008 AP Rankings comparisons for selected California High Schools
• California Standards Tests proficient and advanced for science (biology, chemistry, physics) for 2007, 2008, and
2009
• California Standards Tests proficient and advanced for history/social science (social science, world history, and US
history) for 2007, 2008, and 2009
Approved: November 17, 2009 Regular Meeting
October 27, 2009
Page 3
MINUTES FOR REGULAR MEETING OF OCTOBER 27, 2009
• California Standards Tests proficient and advanced for mathematics (algebra I, geometry, algebra II) for 2007, 2008,
2009)
• CAHSEE – students fulfilling all requirements for graduation except the CAHSEE: 2006 – 0; 2007 – 1 (who has since
graduated); 2008 – 0; and 2009 – 1
Mitchell congratulated students, parents, and teachers for these accomplishments. Board member comments included
appreciation for progress on a-g requirements; noted the difficulty of the comparisons in light of the recent suicide; noted
test scores are one piece of the puzzle and perhaps have an outsized significance; asked about classification of ethnicity
and the recent change; asked about percent of students taking at least one AP test; inquired whether students are
encouraged to take AP classes; asked if trends for AP score percentages are the same for individual classes; noted scores
are different depending on the class, asked if AP classes taken are outside of PAUSD; asked what can be done to monitor
a-g requirements for African American and Hispanic students; asked what is being done to scaffold these students so they
can do better; noted the numbers are phenomenal, students need to realize how above average they are; would like a
visual for students so they can understand how they look compared to the state and nation; asked how well the District is
doing with data management; would like to extrapolate how many are taking at least one AP class; noted students are
incredibly accomplished; commented on the complex issue of overstretching and balance while still encouraging students
to take AP classes—need to address individual students; asked if student’s AP scores have been correlated with student’s
grades in the classroom; asked if the data is broken out for gender; student reps asked what is being done to help the
students not passing CAHSEE; asked about Newsweek’s poll; asked about students not meeting a-g requirements and
whether teacher advisors could help keep them on track; would like to ask principals about course offerings and what input
is coming from students; and asked about students taking a-g courses through outside sources.
Information
Update on Project to Install
Bleachers at Palo Alto High
School
Skelly indicated this item was discussed at the October 13, 2009, regular meeting. Golton said staff is going back to the
drawing board based on that discussion and further discussion with site staff. Future meetings have been scheduled and
will be publicized for the public. This will include the landscaping plan for the Paly campus. The bleacher plans have been
pulled from review by DSA. The plan is for replacement in summer 2011. The visitors’ bleachers will be addressed this
summer.
Public Comment
Catherine Martineau from Canopy offered help in care and enhancement of trees. She spoke of her conversations with staff
in regard to the bleacher project. Canopy did not approve the approach presented.
Sharon Kelly, also from Canopy, explained her role in recent advice offered to the District. This had a positive effect at
Gunn. She would like to provide more input for the El Camino fields and bleacher projects at Paly.
Board members comments included ongoing community membership; asked for clarification of which items will be
discussed by the landscape committee; thanked staff for listening to the concerns and for looking for a compromise to address everyone’s needs; asked for clarification of visiting bleacher timeline; and asked for 3D renderings of proposals.
Skelly thanked Jacqueline McEvoy, principal, and noted staff will look more comprehensively at the plan.
Open Forum Public Comment
No one asked to address the Board.
Action
Springboard to Kindergarten
This item was discussed at the October 13, 2009, regular meetings.
Board comments included the value of networking; appreciated the generosity of the donors; noted it represents a leveling
up for kindergartners and assessment of results; and noted this is multi prong approach to the achievement gap.
Motion: It was moved by Tom; seconded by Baten Caswell; and motion carried 5-0 to approve the Springboard to
Kindergarten three-year pilot program.
Discussion
Summary of the 2009 Summer
School Program and Proposal for
the 2010 Program
Davis commented on what the summer school programs provide for students. Staff would like to expand the secondary
program for the high school so students can work on a-g courses. Barbara Lancon, coordinator, thanked all who worked so
hard over the summer on these classes. She outlined the sites, dates, and tuition. She noted the state continues to cut
funding, so an increase is being requested as well as a sliding scale fees for intervention programs. Pat Dawson,
professional development, spoke about the 2009 literacy program and progress of students. Melissa Hauer spoke about
the math program.
Board member comments included asking about the intervention program and how parents will be informed about financial
aid; asked if financial aid in the budget; asked about varying numbers from report to budget; asked about matched scores
being tracked in the data systems; noted this would show the lasting impact and how we are doing in achieving the strategic
plan goals; asked about math pre and post-tests; asked if the Barron Park college bound program being used in
intervention; support tracking the long term results; asked about state restrictions and how they are being addressed; asked
if intervention programs would be the same; noted it was good to see high school courses, being addressed; asked if there
will be financial aid requests; asked for the dates for longer high school classes; asked if principals see a difference in their
Approved: November 17, 2009 Regular Meeting
October 27, 2009
Page 4
MINUTES FOR REGULAR MEETING OF OCTOBER 27, 2009
students in the fall and how it is discussed; would like to see principals be able to discuss that data; asked if expenses came in under the budgeted amount; expressed comfort with the proposal to charge a fee, but offer assistance; noted the
significance of tying in CST scores into the assessment picture; asked if other assessments can be developed through
summer school; would like to hear how CST data can be used starting with this past summer and perhaps the prior year’s summer school testing data; suggested summer school might need to be longer; looked forward to supporting the proposal
at the next meeting; appreciated the role the program plays; supported the comments about using the data to understand
the impact in attaining goals; would like to see whether it could be expanded; and noted principals spoke well of these
resources.
Discussion
Notice of Intent to Adopt a
Mitigated Negative and
Declaration Draft Initial
Study/Mitigated Negative
Declaration for 780 Arastradero
Road, Palo Alto, CA (Gunn High
School)
Golton noted there is an item for each high school to meet the California Environmental Quality Act (CEQA). The items will
not return to the board until later in the year after input has been received. Hodges noted this is time for the Board to add
their comments. All comments received will be compiled and possible amendments will be considered.
Corey Barringhouse, ESA Associates, noted they looked at both of the master plans and the impact of their implementation
to find impacts and how best to mitigate them to make them less than significant. He noted the 30-day public review is in
progress. All comments will be responded to. Mitigation measures will be monitored.
Board members comments included having the Sustainable Schools Committee review the information; noted the high
speed rail could impact the plan and asked how does the District will react; asked about eminent domain; asked whether
staff have Ms. Ellson’s letter; noted support for requests of Canopy; asked if oral comments are included; and asked
whether there will be cost information about mitigation costs in the final report.
Discussion
Notice of Intent to Adopt a
Mitigated Negative and
Declaration Draft Initial
Study/Mitigated Negative
Declaration for 50 Embarcadero
Road, Palo Alto, CA (Palo Alto
High School)
Public Comment
Kirsten Essenmacher felt there was insufficient information about the public hearing and asked for two additional weeks for
comments. She expressed concern about the footprint of buildings vs landscapes.
Board members comments included a question about noticing practices and looking for multiple ways to send the
information outbound; and suggested the extension be advertised.
Discussion
Award of Bid for the Purchase of
Smartboards
Mak noted that an excess of $76,700 in orders for Smartboards have been received. Bid results produced one bidder. The
bid is consistent with past work done by this vendor.
Board member comments included asking why there was only one bidder. It was agreed to bring the item back on consent.
Action
Memorandum of Understanding
(MOU) Among Basic Aid School
Districts in San Mateo and Santa
Clara Counties
Skelly noted the Board received information on costs.
Board member comments included asking about those costs; would like numbers included in future requests to reconsider if
the costs go higher; noted this was not an annual MOU, but can be canceled on 30 days notice.
MOTION: It was moved by Klausner, seconded by Townsend, and motion carried 5-0 to approve the Memorandum
of Understanding Among Basic Aid School Districts in San Mateo and Santa Clara Counties.
Action
Stipulated Expulsions (Two
Cases)
MOTION: It was moved by Baten Caswell; seconded by Tom, and motion carried 5-0 to ratify the recommendation
for stipulated suspended expulsion for the remainder of the 2009-10 school year for student 01-0910, and
that the Terms of Expulsion be fully implemented
MOTION: It was moved by Baten Caswell; seconded by Tom, and motion carried 5-0 to ratify the recommendation
for stipulated suspended expulsion for the remainder of the 2009-10 school year for student 02-0910, and that the Terms of Expulsion be fully implemented.
Board Members’ Reports Townsend noted the City-School Liaison meeting would cover student mental health, the library bond, and technology at City and District libraries.
Baten Caswell commended students and staff at Terman for their recent science fair.
Closed Session The Board adjourned to closed session at 9:55 p.m. to complete business from earlier in the evening as noted above.
Adjournment The Board reconvened in open session at 11:30 p.m. Mitchell announced the Board took no action. The meeting was
adjourned at 11:30 p.m.
________________________________
Secretary to the Board