2.
Response
to
Comments
2.8
Individual
Responses
to
Comments
from
Municipalities
2.8.2
City
of
Daly
City
Project
Site
development-generated
trips
may
travel
through
the
intersections
of
(1)
E.
Market
Street/Mission
Street/San
Pedro
Road
and
(2)
Hillside
Boulevard/E.
Market
Street,
as
both
are
located
on
an
access
route
between
the
Baylands
site
and
Daly
City,
the
Daly
City
BART
station,
and
I-280.
Under
existing
conditions,
the
Daly
City
2030
General
Plan
EIR
reported
that
the
East
Market
Street
/
Mission
Street
/
San
Pedro
Road
intersection
operates
at
LOS
D
during
both
the
AM
and
PM
peak
periods.
It
also
reported
that
the
Hillside
Boulevard
/
E.
Market
Street
intersection
operates
at
LOS
C
during
both
AM
and
PM
peak
periods.
Project
Site
development-related
vehicle
trips
would
be
assigned
to
the
eastbound
and
westbound
through
movements.
The
summary
of
Baylands
Project
Site
development-generated
trips
is
presented
below:
DSP
AM
EBT
WBT
192
75
PM
71
177
DSP-V
AM
171
74
PM
76
159
AM
195
97
CPP
PM
127
182
CPP-V
AM
179
91
PM
120
171
At
the
intersection
of
East
Market
Street
/
Mission
Street
/
San
Pedro
Road,
the
Traffix
outputs
from
the
Daly
City
2030
General
Plan
indicate
that
the
volume/capacity
(v/c)
ratios
for
the
eastbound
and
westbound
through
movements
are
at
0.78
during
the
AM
peak
period.
During
the
PM
peak
period,
eastbound
and
westbound
through
movements
have
a
v/c
ratio
of
0.61
and
0.81,
respectively.
Even
with
the
most
conservative
(highest
trip
generation)
scenario
(CPP),
the
Project
Site
development-related
trips
would
not
degrade
the
overall
LOS
of
the
intersection
during
the
AM
peak
period.
It
is
possible
that
the
during
the
PM
peak
period,
the
intersection
LOS
may
degrade
to
LOS
D,
which
would
not
be
a
significant
impact
under
Daly
City’s
impact
guidelines.
At
the
intersection
of
Hillside
Boulevard
/
East
Market
Street,
the
Traffix
outputs
from
the
Daly
City
2030
General
Plan
indicate
that
the
v/c
ratios
for
the
eastbound
and
westbound
through
movements
are
under
0.56
during
the
AM
peak
period.
During
the
PM
peak
period,
eastbound
and
westbound
through
movements
have
a
v/c
ratio
of
0.61.
Even
with
the
most
conservative
(highest
trip
generation)
scenario
(CPP),
the
Project
Site
development-related
trips
would
not
degrade
the
overall
LOS
of
the
intersection
during
the
AM
peak
period.
It
is
possible
that
the
during
the
PM
peak
period,
the
intersection
LOS
may
degrade
to
LOS
D,
which
would
not
be
a
significant
impact
under
Daly
City’s
impact
guidelines.
Brisbane
Baylands
Final
EIR
2.8.2-1
May
2015