Resolution 1987-66
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RESOLUTION NO. 87 - 66
RESOLUTION OF CITY COUNCIL OF GILROY AUTHORIZING
STAFF TO APPLY TO THE REGIONAL WATER QUALITY
CONTROL BOARD FOR WASTE DISCHARGE REQUIREMENTS FOR
OPERATION OF A DENITRIFICATION WASTEWATER
TREATMENT FACILITY AND MAKING FINDINGS REGARDING
COMPLIANCE WITH THE CALIFORNIA ENVIRONMENTAL
QUALITY ACT.
WHEREAS, denitrification is needed to avoid future
discharge of nitrate from municipal sewage to the groundwater
in the Gilroy area; and
WHEREAS, the wastewater treatment plant servicing the
Cities of Gilroy and Morgan Hill will require additional
capacity by the year 1991; and
WHEREAS, at the direction of the two cities, James M.
Montgomery Engineers analyzed alternatives for sewage
treatment expansion as described in their Wastewater
Management Alternative Analysis and Long Term Draft Project
Report ("Montgomery Engineers Report") dated July 1984; and
WHEREAS, at the direction of the two Cities, the firm of
Earth Metrics, Inc. was retained to prepare a Draft and Final
Environmental Impact Report (the "Program EIR") analyzing the
five viable alternatives identified in the Montgomery
Engineers Report. In the process of drafting the Program
EIR, the Cities of Morgan Hill and Gilroy held two agency
scoping meetings and three public scoping meetings, both
within and without the County of Santa Clara, to provide an
opportunity for interested persons to comment on topics they
would like addressed in the program EIR. Public meetings and
public hearings were held both by the City of Morgan Hill and
the City of Gilroy on the Draft EIR, and a further public
meeting was held to consider the proposed Final EIR by each
City; and
WHEREAS, the City Council of Morgan Hill certified the
Final Program EIR as complete in compliance with CEQA on
April 16, 1986 by Resolution No. 3014, and the City Council
of Gilroy certified the Final Program EIR as complete in
compliance with CEQA on April 8, 1986; and
WHEREAS, on July 29, 1986 the Council adopted by
resolution a Long Term Wastewater Management Plan ("Plan"),
described as alternative SL (Winter Surface Discharge to the
pajaro River and Summer Land Disposal) as discussed in the
Montgomery Engineers Report and the Program EIR; and
RESOLUTION NO. 87 - 66
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WHEREAS, by Resolution No. 86-45 dated July 29, 1986
the Council certified that the Program EIR was adequate prior
to making their decision to adopt alternative SL and that the
Council had reviewed and considered the information contained
in the program EIR. Said Resolution further adopted written
findings required by CEQA which identified numerous significant
effects from the project, and for each significant effect
analyzed available mitigation or avoidance measures. The
findings also contained a statement of overriding concerns
explaining the reasoning of the City Council in approving the
project even though certain significant impacts cannot be
fully mitigated. A copy of this Resolution is attached hereto
as Exhibit "A" and incorporated herein by this reference; and
WHEREAS, the first step in implementation of the Long
Term Wastewater Management Plan is construction of secondary
treatment facilities with denitrification on the existing
Gilroy/Morgan Hill Wastewater Facilities site (the "Activity").
This Activity was the subject of an extensive report prepared
by James M. Montgomery, Consulting Engineers, Inc. entitled
City of Gilroy, City of Morgan Hill, Predesign Report for
Denitrification Facilities, June 1987 (the "Denitrification
Facilities Predesigned Report"); and
WHEREAS, pursuant to CEQA and the guidelines implementing
it, the Program EIR was prepared as a "program" EIR under
CEQA Guidelines ~15168. It was explicitly contemplated by
the Cities and acknowledged in the Program EIR as well as in
the hearings held in connection with it that the Program EIR
would in itself be sufficient to allow certain stages of
implementation of the project, but that further environmental
analysis would be required at some stages of project
implementation. For example, prior to the winter surface
discharge into the pajaro River contemplated by the chosen SL
alternative, certain predischarge studies of the pajaro River
would have to be completed and analyzed. These studies might
lead to the preparation of further environmental documents,
such as a negative declaration or a supplemental or focused
Environmental Impact Report. Guideline Section 15168(c)
states that where subsequent activities under a program EIR
are contemplated, a checklist should be prepared to see
whether the impacts of those activities are adequately covered
in the original program EIR. If there are new impacts not
covered in the Program EIR, or if new mitigation measures
would be required, then either a negative declaration or some
form of further environmental impact report may be required.
On the other hand, if all impacts of the project are in fact
covered in the Program EIR and no new mitigation measures are
required, then no further environmental documentation is
required; and
WHEREAS, pursuant to the foregoing mandate of CEQA and
the guidelines, an Environmental Review has been prepared for
the proposed Activity dated August 19, 1987, a copy of which
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is attached hereto as Exhibit "B" and incorporated herein by
this reference (the "Environmental Review"). The Environmental
Review analyzes with respect to many potential impacts
whether the proposed Activity would impact that topic, and if
so whether the impacts are significant and whether the topics
are covered in the Program EIR. The conclusion of the
Environmental Review is that the proposed Activity would have
certain environmental impacts, but that each impact that the
Activity would have is covered in the Program EIR.
NOW, THEREFORE, BE IT RESOLVED by the City Council of
the City of Gilroy as follows:
1. The Council as the decision-making body hereby
adopts the attached Environmental Review and finds that all
environmental effects of the proposed Activity are adequately
covered in the Program EIR. The Council finds that no new
impacts would occur that are not covered in the Program EIR,
and no new mitigation measures would be required. Accordingly,
the Council concludes pursuant to Guideline Section 15168
that no further environmental documentation is required in
order to carry out the implementation of the Activity.
2. The Council hereby approves the Denitrification
Facilities Predesign Report and authorizes staff to obtain
the appropriate approvals for construction of the facilities
contemplated therein. Accordingly, staff is authorized to
submit an application to the Regional Water Quality Control
Board for Waste Discharge Requirements for operation of the
Denitrification Wastewater Treatment Facilities. Similarly,
the staff is authorized to submit to the Bay Area Air Quality
Management District an application for authority to construct
and operate the Denitrification Facilities.
PASSED AND ADOPTED this 21st day of September , 1987,
at a regular meeting of the Gilroy City Council by the following
called vote:
NOES:
COUNCILMEMBERS: ALBERT, GAGE, KLOECKER, PALMERLEE, VALDEZ and
MUSSALLEM.
COUNCILMEMBERS: None
AYES:
ABSTAINING: COUNCILMEMBERS: None
ABSENT:
COUNCILMEMBER: HUGHAN
APPROVED:
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CERTIFICATE OF CITY CLERK
I, Susanne E. Steinmetz , City Clerk of the City of Gi lroy,
California, do hereby certify that the foregoing is a true
and correct copy of Resolution No. 87-hh' of the City Council
of the City of Gilroy, passed and adopted this 21st day of
September , 1987.
WITNESS my hand and the seal of the City of Gilroy,
25th day of September , 1987.
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RESOLUTION NO. 86-45
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RESOLUTION OF THE CITY COUNCIL OF GILROY
MAKING CERTAIN FINDINGS REQUIRED BY THE CALIFORNIA
ENVIRONMENTAL QUALITY ACT IN CONNECTION WITH A
P~OJECT CONSISTING OF ADOPTING A LONG-TERM WASTEWATER
MANAGL~NT PLAN FOR THE CITIES OF GILROY AND MORGAN
HILL FOR WHICH AN ENVIRONMENTAL IMPACT REPORT HAS
BEEN P~EPARED.
WHEREAS, the wastewater treatment plant servicing the
Ci ties of Gilroy and Morgan .Hill has reached capacity and
virtually all residential, commercial and . industr'ial 'growth
beyond the year 1988 will be severely curtailed unlessaddi-
tional sewage capacity is provided; and
WHEREAS, at the direction of the two cities, James M.
Montgomery Engineers analyzed alternatives for sewage treat-
ment expansion as described in their Wastewater Management
Alternative Analysis and Long Term Draft Project Report
("Montgomery Engineers Reportll) dated July 1984; and
WHEREAS, for more than two years expansion of sewage
treat:nent capaci ty has been studied by James M. Montgomery
Engineers as consultants to the two cities, by the Citizens
Sewer Advisory Committee, by the Joint Powers Committee of the
two City Councils, and by the City Councils themselves; and
WHER~~S, the Council intends to adoot a Lona Term Waste-
water Management: Plan ("Planll), described as alternative SL
(Winter Surface Discharge to the pajaro River and Summer Land
Treatment) as discussed in the Montgomery Engineers Report and
the Final Environmental Impact Report for the Long Term Waste-
water Management Plan of the Cities of Gilroy and Morgan Hill
dated March 1986, prepared by Earth Metrics Incorporated
(IIFinal EIR")", hereinafter referred to as the "Project II; and
WHEREAS, prior to drafting an environmental impact report
("EIR") the lead agencies held two agency scoping meetings and
three public scoping meetings both wi thin and wi thout the
County of Santa Clara to provide an opportunity for interested
persons to comment on topics they would like addressed in the
EIR; and .
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WHEREAS, such Project was the subject of a program EIR
prepared for the Ci ties of Gilroy and Morgan Hill as lead
agencies, and the Council held a public hearing on the draft
EIR on December 14, 1985 for public comment, and a public
meeting on April 8, 1986 to consider the proposed Final EIR;
and
RESOLUTION NO. 86 - 45
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WEE~~;S, the Council certified the Final EIR as complete
in comoliance wi th the CalifornL" Environmental Quali ty Ac~
("CEQA") on April ~, 1986; _ and
w~EREAS, CEQA requires that, in the approval of a projec~
for which an EI~ has been prepared, the decision-making body
shall review and consider the final EIR prior to approving the
project and make certain findings regarding the significant
effects on the environment identified in said final EIR,
NOW, THEREFORE, BE IT RESOLVED by the C1ty Council of the
City of Gilroy as follows:
1.
CEQA CERTIFICATION:
The Council as the decision-
making body hereby certifies that the Final EIR was presented
to it and that it has reviewed and considered the information
contained in the Final EIR prior to approving the Project.
2. SIG~IFIC.;NT ENVIRONMENTAL EFFECTS IDENTIFIED IN THE
FINAL EI~ FOR ALTERNATIVE SL:
Hvdroloav/Water Resources
A.
SIGNIFICANT EFFECT:
Possible construction of perco-
lation ponds (123 acres) within the 100 year flood plain
reduces existing flood storage areas and creates a potential
increase in flooding hazards to other uses in the area.
MITIGATION OR AVOIDANCE: Alt~rnative SL requires 123
acres for percolation ponds in addition to those already ex-
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The most suit-
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able acreage is located in Si tes 12 (140 acres) and/or 19
(1,180 ac:-es), those sites totaling 1,320 acres.
The 123
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acres for SL will be selected from the 1,320 acres available,
and to the extent possible'sh6uld be constructed outside the
lOa-year flood plain.
Considerations of topography and final
disposal pond design may prevent complete avoidance of the
flood plain, but this alternative requ~res less acreage for
ponds than Alternatives Land LD.
Design and placement of
ponds required within the 100 year floodplain shall be
coordinated with_,theSa.nta Clara Valley Water Disttict in
order to minimizs potential increased flooding haiards.
FINDING: Implementation of this alternative with the
above mitigation incorporated will avoid potential flooding
hazards by la_cation. oaf -ponds-:..:out:si-de--th-e-l-OO yea-i;<-flooclp-lai'n
J::irv:s:Ubstantially .:le.ssen -such hazards to an acceptable level by
design and placement of the ponds.
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B. Additional percolation wastewater recharge to the
tentially r.esult in oversaturation of the upper . aquifer,
upper semi-perched aquifer of the Llagas Subbasin would po-
r'e'sulting in elevated groundwater levels and potential agri-
c'ulture impacts and 'Spillage to the north to the deeper
aquifer.
MITIGATION OR AVOIDANCE: . Monitoring of groundwater
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conditions is required.
. For~' --sites' 'where high groundwa ter
wells or underdrains shall be constructed to lower the ground-
occurs as a result. of percolation pond recharge, dewatering
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~~tional treatment (precipitation
and clari-
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water levels.
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fication) will be required to remove iron prior to discharge.
FINDING:
The project incorporates mitigation mea-
sures which avoid or substantially lessen the significant
environmental effect thereof.
The following significant effects may occur as a result of
incorpora ting underdrains or de'Na ter ing wells with possible
discharge to the pajaro River during summer months as a miti-
gation measure for high groundwater:
1. SIGNIFICANT EFFECT: Potential turbidity impacts
to downstream beneficial uses of the Pajaro River as a result
of channel scouring if wastewater discharge is pumped into the
river in late SU~~er.
HITIGATION OR AVOIDANCE:
Groundwater or underdrain
pumpage discharge into the Pajaro River should be utilized
only dur ing
times of high groundwater conditions at the
treatment plant.
Construction of the proposed outfall to the
pajaro River shall be equipped with an energy dissipating
structure and other appropr ia te structures, as required, to
minimize stream bed erosion and channel alteration impacts. A
river monitoring and management plan will be devised, includ-
ing ini tial rIver recognizance, to minimize potential tur-
bidity impacts.
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of Fish and Game with regard to any proposed activities
State law grants jurisdiction to the California Department
affecting the natural flow or bed of the pajaro River, includ-
ing re'liewing the proposed project and proposing reasonable
modifications to the construction.
The project will require
application for a Streambed Alteration Agreement to the
Department of Fish and Game.
FINDING:
The project incorporates mitigation mea-
environmental effect thereof.
sures which avoid or substantially lessen the significant
If summer pUmpIng is not re-
quired, the potential for turbidity impacts is insignificant.
2. SIGNIFICANT EFFECT: Possibility of channel ero-
sion and scouring in the pajaro River due to increased steam
benthic inyertel:)ra te communi ties in the affected area, af-
flows inc:-easing sediment load and turbidi ty, al ter ing the
fecting filter feeding fish and burying nonmotile benthic
organisms.
HITIGATION OR AVOIDANCE:
Construction of the~ pro-
posed outfall tc? the ?ajar:o River shall be equipped with an
~nergy dissipating st~ucturec?ndothe~'appropriate structures,
as require~,
to minimize stream bed erosion and channel al-
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be devised, including initial river recognizance, to minimize
teration impacts. A river ~onitoring and management plan will
potential erosion and turbidi ty impacts. .. The project will
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requi:e application for a Streambed Alteration Agreement to
the Department of Fish and Game.
The Department will review
the proposed project and has juriSdiction to propose reason-
able modifications to the construction.
FINDING:
The project incorporates mitigation mea-
sures which avoid or substantially lessen the significant
environmental effect thereof.
3. SIGNIFICANT EFFECT: Potential impacts to avail-
able habi ta t and optimum growth and spawning water tempera-
tures for steelhead trout caused by elevated temperatures of
effluent discharge to the pajaro River during summer months.
MITIGATION OR AVOIDANCE:
Al terna ti ve SL discharges
primarily during winter wet weather and increased river flows,
thus minimizing the effects of elevated effluent temperatures
entering the river. However, it is possible that some dis-
charge to the river could occur during summer months, depen-
dent upon groundwater conditions.
A pre-discharge inventory
of steelhead trout habitat and other aquatic resources shall
be conducted to determine the potential impacts from the point
of discharge to the mouth of the Pajafo River. Post-discharge
monitoring will be required, and if degradation is detected in
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steelhead trout habitat, fishways to facilitate trout movement
upstr-eam to sui table habi ta ts and around the point of dis-
charge should be constructed. Alternatively, modifications to
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the wastewate~ treatment processes could be required to reduce
effluent tempe~atures.
FINDING:
The
project
incorporates
mitigation
measures which avoid or substantially lessen the significant
environmental effect thereof.
WATER QO'ALI~Y
C.
SIGNIFICANT EF~ECT:
Discharge of wastewater to the
pajaro River could have a significant effect on domestic users
down river from the discharge point.
PARTIAL MITIGATION OR AVOIDANCE:
There are at least
18 residences along the Pajaro Rive~ which obtain their water
either direc~ly from the river or from wells directly adjacent
to the river.
Such use is not recommended, particularly for
drinking water, even without the proposed discharge into the
pajaro River due to the uncertainty - of the existing water
quality of the river. Accordingly, at present these domestic
users should secure alternative domestic water sources or use
domestic water treatment.
If the discharge of waste water to
thepajaro degrades the quality oi, their domest~c water
further, that would make such provision of -alternative SOurces
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or treatment more important.
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The cities-of Morgan Hill.and
Gilroy cannot
enforce
such a
requirement,
since these
residences are located outside of their ter r i tor iaIIimi ts.
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The County of San Beni to Health Department is urged to work
with eac~ suc~ domestic water user to ensure that an adequate
water source is available.
FI}J'DING:
The project identifies mitigation measures
which substantially lessen or avoid the significant environ-
mental effect thereof.
Complete mi tiga tion. cannot be imple-
mented unilaterally by t~e Cities because the potentia~ impact
Occurs outside their jurisdiction and is within the control of
other public utilities to mi tiga te.
In view of the Cities'
need for sewage capacity, the environmental risk will be tol-
erated as an acceptable level of impact.
D.
SIGNIFICANT EFFECT:
Percolation pond effluent would
salts, i.e., total dissolved solids, sodium, chloride and
exceed Basin Plan groundwater quality objectives for inorganic
sulfate, potentially causing groundwater quality deterioration
of the upper semi-perched aquifer of the Llagas Subbasin.
PART:::AL MITIGATION OR AVOIDANCE:
Disposal into the
shallow upper aquifer is less critical than disposal into the
deeper aquifer potentially associated with alternative L (Land
DisDosal) .
The lower aquifer is considered to be important
for water supply by the Santa Clara Valley Water District,
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whereas the upper is not.
Groundwater monitoring as required
by the Regional Water Quality Control Board shall be continued
to identify potential impacts due to i:1organic salts at the
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earliest possible stage.
Current practice for groundwater
recharge wastewater treatment processing does not include
removal of inorganic salts.
In addition to "objectives,"
which are more in the nature of goals, the Basin Plan contains
that should be met.
standards for discharges, which are the actual recommendations
from the expanded plant is consistent with Basiri.Plan
Disposal of the effluent to be produced
charges in the bas in.
standards and with normal restrictions put on effluent dis-
treatment to limit salts.
control" of water quali ty factors, which does not include
The Basin Plan requires "reasonable
environmental and
costly, requrre large amounts of energy and involve additional
Processes to remove salts are
resource
impacts
associa ted wi th
the
disposal of the resultant salt brines.
For other constitu-
to meet Basin Plan objectives.
ents, the ef=luent should be treated, to the extent possible,
FINDING:
The removal of inorganic salts is. not a
standard sewage treatment process, and has ser ious environ-
mental.consequences associated with it, particularly involving
disposing of the- resulting brine.
the- large amounts of energy required and the difficulty of
effluent is not required by Basin PI~'n standards, nor is it
expected to be required by- the Regional Water Quality Control
Such treatment of the
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plant.
Board, which will set -- waste discharge requirements Ear the
meet Basin Plan ground'Nater objectives : with respect to
The ErR does not specifically recommend treatment to
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inorganic salts.
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Except for alternatives SO
(surface
River), which raise other environmental issues, all other
discharge to the ocean) & SP (surface discharge to the pajaro
al terna ti ves including the No proj ect al terna ti ve have the
same potential for groundwater quality deterioration.
There-
fore, in vier,y of the Ci ties I need for sewage capaci ty to
support existing and planned urban uses, the environmental
risk w~ll be tolerated as an acceptable level of impact.
E.
SIGNIFICANT EFFECT:
Potential degradation to Llag~s
Creek and pajaro River water quali ty on an infrequent, tem-
porary basis from accidental discharges of untreated or
partially treated sewage due to plant shutdown or failure,
industrial pretreatment failure and chemical spills, or a
major seismic event.
shall be designed to include provisions for emergency storage
PART:AL MITIGATION OR AVOIDANCE: The treatment plant
capacity and emergency standby power to provide immediate
response to plant shutdown or failure.
Influent and effluent
monitoring shall be required to detect industrial pretreatment
failure and chemical spills. The design of the facilities and
structures shall comply with selsm:c requirements of the
current Uniform Building Code.
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would Occur as a result of a major earthquake, but the extent
Some unavoidable discharges
of spillage at the plant would be limited by probable break-
downs in the sewer collection pipelines and:the water system.
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FINDING:
The project incorporates mi tigation mea-
sures which avoid or substantially lessen the significant
environmental effect, and in view of the need for sewage
capacity, the Cities will tolerate any remaining environmental
risk as acceptable.
Bioloav
F.
SIGNIFICANT EFFEC~:
Percolation pond disposal of
treated effluent would potentially impact adjacent trees due
to excessive water in the root zone.
MIT!GAT!ON OR AVOIDANCE:
Effluent shall be applied
at t:.e rates rec:::r.unended in the Montgomery Engineers Report
and c:::nsistent with proper engineering practice to avoid over-
saturation.
The final engineering plans designing land dis-
posal areas shall avoid the r~par~an vegetation areas whenever
feasible.
FINDING:
The project incorporates mitigation mea-
sures which avoid or substantially lessen the significant
environmental effect thereof.
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G.
SIGNIFICANT EFFECT:
Increased Pajaro River stream
flows could potentially alter migration responses in steelhead
trout wit:' resultant effects of fish stranding and increased
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susceptibility to poaching and disease.
MITIGATION OR AVOIDANCE:
Large discharges to the
r~ver should be timed with, to the extent possible, the com-
mencement of winter rains and higher stream flows to minimize
potential steelhead migratory responses.
At the discharge
point, the river should be enlarged by widening and dredging a
small section of the river to create holding pond" areas for
migration, and enclosures should be constructed around the
holding pond to keep out poachers.
River banks and bottom
should be stabilized wi th gravel, riprap or other feasible
materials.
FINDING:
The project incorporates mitigation mea-
sures which avoid or substantially lessen the significant
environmental effect thereof.
Air Qualit7/0dor
H.
SIGNI?ICANT E?FECT:
Temporary potential air quality
effects on localized areas adjacent to construction activity
caused by construction related dust.
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MITIGATION OR AVOIDANCE:
Standard dust control measures
as required by the San Francisco Bay Area Air Quality Manage-
ment District (BAAQMD) shall be required during construction
of the project.
(See Final EIR, p. 3.5-12)~
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FINDING:
The project incorporates mitigation mea-
sures whic~ avoid or substantially lessen the significant
environmental effect thereof.
I.
SIGNIFICANT EFFECT:
Potential odor impacts from
operation of the wastewater treatment plant to adjacent sensi-
tive land uses.
MITIGATION OR AVOIDANCE:
Odor impacts can be fully
mi tiga ted through the use of standard odor controls ~n the
design of the facili ties.
The facili ty headworks will be
covered and the recovered off-gases will be scrubbed. Poten-
tial headworks odors may also require in-sewer chemical treat-
ment to reduce hydrogen sulfide.
Standard odor control
engineering techniques shall be included in the design of the
pr:U:lary clarifiers.
The influent flow measuring structures
should be covered with subsequent off-gas scrubbing if adverse
odors occur .at this process point.
FINDING:
The project incorporates mi tigation mea-
sures which avoid or substantially lessen the significant
environmental effect thereof.
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"CuI tu"ral ResOurces
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SIGNIFICANT EFFECT:
Percolation: pond preparation,
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treated effluent disposal and pond maintenance (discing and
plowing) on site 19 could potentially imnact cultural re-
sources to one known prehistoric site, as well as other yet
unrecorded sites.
MITIGATION OR AVOIDANCE:
Prior to project construc-
tion, cultural resource testing of the selected disposal acre-
age shall be undertaken, including field mapping, sampling and
excavation. Final design of land disposal areas should avoid,
to the extent feasible, any significant cultural resources
identified by the archaeological testing.
If a significant
cultural resource disturbance is unavoidable, a data recovery
program should be implemented under the direction of a quali-
fied archaeologist to preserve the cultural information at the
disturbed site.
Should archaeological resources (prehistoric
or historic cultural materials) be encountered during subsur-
face cons~=uction, work in that area should be stopped and an
archaeologist notified.
Provisions of current state law must
then be followed.
Should human remains be encountered, the County Coroner's
office shall be contacted.
If the remains are of Na ti ve
American origin, the procedures set forth in Section 7050.5 of
the California Health and Safety Code ~hall be followed.
"
FINDING:
The project incorporates mitigation mea-
sures which avoid or substantially lessen the significant
environmental effect thereof.
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Growth Incucincr Imnacts
K.
SIGNIFICANT EFFECT:
Implementation of the Long Term
Plan would have a growth inducing effect in Gilroy and Morgan
Hill by eliminating the current constraint of lack of waste-
water treatment and disposal capacity.
P&~TIAL MITIGATION OR AVOIDANCE:
The project is
designed for the purpose of accommodating the planned growth
of the Cities.
Development of the wastewater treatment plant
will be phased to allow adjustments as necessary in the timing
and amount of cap~city to match the actual rate of growth for
Gilroy and Morgan nill, as governed by their General Plans and
growth management programs.
The complete implementation of
any' alter::ative will expand wastewater treatment plant ca-
pac:' ty to 14.9 mgd.
This capacity would be required based
upon ABAG and ~1ontgomery Engineers' growth projections for the
year 2008. . However, growth in Gilroy and Morgan Hill is
managed under their General Plans, by Gilroy I s Residential
D~velopment Ordinance and initiative Measure E in Morgan Hill,
a'nd: may not. reach the 2008 predictions.
The phasing of
capacity g ivesthe Ci fies the ability 'to limit the project to
-'
conform wi th actual growth.
This phasing is not possible
under alternative SO.
FINDING:
The project is designed to acco~~odate
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growth,
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incorporates
/:-~
ce
mi tigation measures which subs tan-
. I
but
tially lessen the further growth-inducing impact of the
project itself.
L.
SIGNIFICANT EFFECT:
Potential effect on the balance
bet~een employment and housing in Gilroy and Morgan Hill due
to growth in commercial and industrial uses.
MITIGATION OR AVOIDANCE:
Implementation of any al-
ternative would not differentiate between growth relating to
housing and growth relating to employment opportunities, and
therefore will not cause imbalance of itself.
Continuing
implementation of the existing policies for balanced growth
would reduce this imoact to an insignificant level.
Both
Gilroy and Morgan Hill have existing policies for achieving a
balance in jobs and housing, described in the Urban Growth and
Development elemenc of Gilroy's General Plan and through
growth regulations, along wi th the General Plan, in Morgan
Hill.
FINDING:
The project incorporates mi tiga tion mea-
sures which substantially lessen the significant environmental
effect thereof.
.'
M.
SIG~nFICANT EFFEC':':
Employment growth would indi-
rectly c~eate potential pressures for residential development
in San Benito County, especially in San Juan Bautista and
Hollister, if the demand generated for housing and the pro-
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jected lack of housing supply in the Gilroy and Morgan Eill
area by the year 2000 Occur.
MITIGATION OR AVOIDfu~CE: Continued implementation of
City policies for a balance between jobs and housing in Gilroy
and Morgan Eill as described in mitigation measure Labove
will minimize this effect. . San Beni to County and the Ci ties
of San Juan Bautista and Hollister have jurisdiction and
control over housing growth within tpeir boundaries to limit
developmen~. These juriSdictions are urged to control housing
grm.;rth within their boundaries in order to prevent or limit
the adverse environmental affects resulting therefrom by use
of their general plans and appropriate growth control
ordinances as necessari.
FDmnJG:
The pro j ect incoroora tes mi tiga tion mea-
sures which substantially lessen the significant environmental
effect thereof.
Complete mi tiga tion cannot be implemented
unilaterally. by the Cities because the potential impact occurs
outside their jurisdiction and is within the control of other
public agencies to mitigate.
Land Use
,.
N.
SIGNIFICANT EFFECT:
Acquisition of property for
perc81ation land disposal area would potentially impact
affected property owners on site 19 (31 residences).
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MITIGATION OR AVOIDANCE: Final selection of suitable
percolation pond land disposal areas wi thin each candidate
site shall avoid, to the extent possible, sites with residen-
tial uses.
Owners of property rights which must be acquired
will receive fair market value for suc~ rights.
FINDING:
The project incorporates mitigation mea-
sures which avoid or substantially lessen the significant
environmental ef=ect thereof.
O.
SIGNIFICANT EFFECT:
Conversion of agricultural land
due to community growth accor.~odated by any alternative would
contribute to a continuing trend of a cumulative reduction of
agricultural land in Santa Clara County.
P.Z\..J:tTIAL MITIGATION OR AVOIDANCE:
Wi th the growt:h
projected by ABAG, the Cities, and their consultants for the
South County area through the year 2008, this effect is una-
voidable. Growth will result in loss of agricultural land for
all project alternatives, including the No Project alterna-
ti ve, which, as discussed in the Final EIR, predicts growth
",
serviced by septic tanks or individual package treatment
plants creating significant environmental concerns regarding
."
groundwater quality.
Phasing of the expansion of treatment
plant capacit'l to match actual growth as governed by the
Cities' growth management programs rather than predicted
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growth reduces the impact of this effect.
FINDING:
All project alternatives identified in the
Final EI~ result in this unavoidable impact including the No
Project alte~native.
Phasing of treatment plant expansion
will reduce this impact.
Due to the Cities' need for sewage
capaci ty to support existing and planned urban uses, this
environmental risk will be tole~ated as an acceptable impact.
Public Se~vices and Utilities
P.
SIGNIFICANT EFFECT:
Unce~tainty of landfill availa-
bility and capacity, and cumulative solid wastes generated by
othe~ development both in and outside the service area, create
a potentially significant impact regarding disposal of solid
wastes.
MITIGATION OR AVOIDANCE:
Neither direct wastes, the
grit and sludge generated by this alternative, nor secondary
wastes of thems~lves create significant solid waste disposal
impacts.
However, the Cities should enter into agreements
with landfill operators or make other arrangements to provide
for such disposal.
The Cities of Morgan Hill and Gilroy and
."
the San Martin area currently have a franchise agreement with
the South Valley Refuse Disposal Company of Gilroy for secon-
dary solid waste disposal service.
Refuse is disposed of at
the Company I s Pacheco Pass landfill, wi th cur rent remaining
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capacity of five to ten years and approval of expansion for
capacity through the year 2010.
FINDING:
The project incorporates mitigation which
substantially lessens the significant environmental effect
thereof.
All alternatives, including the No Project alter-
native, result in potential secondary cumulative solid waste
impacts due to growth.
The Cities' need for sewage capacity
reduces this risk to an acceptable level.
Q.
SIGNIFICANT EFFECT:
Potential impacts on secondary
public serv:.ces and utili ties due to increased demands for
fire and police protection, water supplies, storm drainage,
roadway maintenance, parks and recreation and school services
within the Gilroy/Morgan Hill/San Martin service area caused
by gro.,.,th.
P.~~T!AL MITIGATION OR AVOIDANCE:
New development
occurr :.ng in the Ci ties should be evaluated for effects on
service providers and conditions of mitigation imposed as
required on the development, including but not limi ted to,
formation of assessment districts and imposition of develop-
ment imnact fees to finance expans~on of services. New
development in the unincorporated area is controlled by the
County of Santa clara and it is within County jurisdiction and
authority to similarly regulate such growth.
Morgan Hill
Unified School District and Gilroy Unified School District
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should c8nsider methods to increase school capacity, including
year-round school terms and double sessions, in addi tion to
financi~g provided by the state and pursuing new development
mitigation provided by local governments pursuant to Govern-
ment C8de ~~65970 et sea.
FINDING:
The project incorporates mi tigation 'mea-
sures which substantially lessen the significant environmental
effect thereof.
Complete mi tigation cannot be implemented
unilaterally by the Cities because the potential impact occurs
outside their jurisdiction and is within the control of other
public agencies to mitigate.
Traffic and TransDortation
R.
SIG~E7IC';NT EFFECT:
Growth-induced traffic volumes
within the service area (Gilroy/Morgan Hill/San Martin) would
create a potentially significant effect on U. S. Highway 101
H.ITIGATION OR AVOIDANCE:
The Cities of Gilroy and
Morgan Hill should conti!1ue to plan ah.d fund tra.ffic" improve-
ments identified to accommodate growth pursuant to their
General Plans.
They should moni tor traffic growth, as new
developments are approved, and impose traffic mitigation mea-
"
sures if required to increase capacity along major routes in
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the Cities to accommodate expansion of Highway 101 and State
Route 152.
The State Department of Transportation, Caltrans, is cur-
rently planning the improvement of State Route 152 from two to
four lanes between State Route 156 and Bell Station.
Con-
struction is scheduled to be completed by 1990.
Caltrans
plans to widen State Route 152 between State Route 156. and
U~S. Highway 101 by the year 1995. Long-range plans also. call
for the widening of D.S. Highway 101 to eight lanes between
S ta te Route 152 and Bernal Road, and to six lanes bebleen
Gilroy and the San Benito County line to the south.
These
projects will not be completed before the year 2000.
FINDING:
The proj ect incorporates mi tiga tion mea-
sures which substantially lessen the significant environmental
ef=ect ther eo=.
Comolete mi tiga tion cannot be implemei1. ted
unilaterally by the Cities because the potential.impact occurs
outside their jurisdiction and is within the control of other
public agencies to mitigate.
3.
EVALUATION OF ALTERNATIVES:
Because not all sig-
nificant effects as discussed above can be eliminated or sub-
stantially lessened, this Council caretully evaluated several
alternatives for an environmentally superior means of achiev-
ing the Project objective.
.'
Alternatives reviewed in addition
to SL included L (land disposal), LD (land disposal with de-
watering wells or underdrainage discharge :0 the pajaro River)
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SO (sur=ace discharge to the ocean), S? (surface discharge to
the pajaro Rive=) and No Project.
As discussed in the Final
EIR, no alternative was found to be environmentally superior;
each had significant unmitigatable effects, including the
cumulative i~pac~ caused by the loss of agricultural land due
to growth. Alternatives L and SO had significant effects
regarding geology; all alternatives but SO had significant
effects with regard to water quality; all but the No Project
alternative had significant effects with regard to biology and
air quality; all but S2 ahd No Project had significant effects
on c~ltural resources;
all alternatives had significant
effects
. '-'
Wi...:!
regard
to hydrology/water
resources,
odor,
growth-i:!duc~ion impacts, land use, public service and utili-
ties, and secondary effects from traffic and transportation.
The evaluation of the alternatives was a long and compli-
cated p=::cess that is difficult to summarize simply. Hm.;ever,
-the prixary reasons for rejecting the other alternatives are
as fol2.ows:
(a}. SO Alternative.
Generally speaking the SO
alternative had insignificant long-term environmental impacts,
but had sig.ni.:ican-t-snort-term--environmental impacts primarily
due - to construction.
It would be' difficul t to phase the
system and to fund it because of 'the need to construct
"
initi'ally very extensi ve pipeline facili ties.
In addi tion,
this alternative engendered the greatest political opposition.
(b)- SP Alternative.
The primary drawback of the SP
alternative is th~ impact on the pajaro River during the low-
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flow summer months.
Alternatives SL and LD reduce these
impacts considerably by using land disposal during the
Alternative SP also fails to diversify the disposal
summer.
by not using any of the existing land disposal facilities.
(c) L Alternative.
The primary disadvantage of the
land disposal alternative is the unmitigatable impact on
potable groundwater.
This impact is much worse for the L
alternative than for LD or SL because the L alternative would
put effluent into the deep aquifer, which is an important
source of domestic water.
The L alternative also has a
greater risk of failure due to extreme weather conditions.
(d) LD Alternative.
This is a viable alternative,
whose primary disadvantage is the lack of a tertiary treatment
plant, which therefore makes it of lower reliability. Adopt-
ing the LD alternative precludes the later phasing in of an SL
option.
(e) No Project Alternative.
As discussed in detail
in the EIR, the no project alternative would not result in a
complete lack of growth.
On the contrary, there would be
growth, and the sewage effluent produced by that growth could
not be acco~~odated by the community sewage system.
It would
most likely be accommodated through dispersed package treat-
ment plants and other methods that would be much less under
the control of the cities than the proposed plant expansion.
This would lead to significant adverse impacts which would be
much more difficult to monitor, detect, and prevent than would
a planned expansion of the sewage capacity centralized into
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one well-~un central facility.
As discussed above, all of the alternatives do have
certain adverse environmental effects.
Balancing these
environ~ental effects with the economic,
technical,
and
feasibility considerations of the various alternatives, the
Council has determined that alternative SL best suits their
needs and those of the residents in the serVlce area.
4.
STATE::1E:~JT OF OVERR!DING CONSIDERAT!ONS:
Notwith-
standing the existence of significant effects which cannot be
mitigated to a less than significant level, the Council hereby
finds that the benefits of the proposed project outweigh the
unavoidable acve-rse envitor.r.l.ental effects, and therefore finds
the adverse envi=onmental effects to be acceptable.
The Council finds that each significant effect identified
in the Final E:IR as described in Section 2 above is acceptable
because ~itigation measures have been required to reduce these
effects to the extent feasible, arid, on balancing the benefits
to be realized by approval of alternative SL as the Plan
against the remaining environmental risks, the following
--
and support approval of the project:
economic, social and other considerations outweigh the effects
-
and Morgan Hill has reached capaci ty.
The sewage treatment plant servicing the Cities of Gilroy
.'
Virtually all resi-
dential, commercial and industrial growth beyond the year 1988
.'
will be severely curtailed unless additional sewage capacity
is provided.
The Regional Water Quality Control Board, the
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permitting authority for the current sewage treatment plant,
required the Cities to submit a long term wastewater manage-
ment report. Further expansion of the treatment plant must be
consistent wi th said report.
The alternatives discussed in
the proposed Long Term Wastewater Management Plan satisfy that
requirement.
Santa Clara County has recognized the needs of the South
County region to provide adequate wastewater treatment for the
area by expansion of sewage capacity, and has so informed the
Cities.
(See letter from Supervisor Susanne Wilson dated
April 29, 1986).
The State Department of Housing and Com-
munity Development also urged Gilroy by letter of February 3,
1986 to inc:-ease its sewage capacity in the near future so
that residential construction can resume at a rate at least
equal to regional share determinations.
The City of Gilroy's General Plan identifies a pattern of
planned growth and provision of urban services which necessi-
tate addi tional long term wastefN'ater treatment capaci ty. In
particular, ". the reasons which necessi tate this addi tional
capaci ty are detailed in the "Planning Policies Regarding
Wastewater Treatment Facilities" memo to the City Adminis-
trator from the Planning Department dated April 25, 1986.
The City of Morgan Hill is not only guided by the growth
.'
policies ~n its General Plan, but restricted by initiative
Measure E controlling growth wi thin the Ci ty until the year
2000.
Yet the current sewage treatment capaci ty, virtually
all of which has been allocated for the controlled growth in
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of the Gene~al Plan.
the two cities, does not meet the urban se~vice requirements
Expansion of sewage treatment capacity, as directed by the
Regional Wate~ Quality Control Board, has been studied by
Ci tizens Se'....e~ Advisory Commi ttee, by the Joint Powers Com-
Montgomery Engineers as consultants to the two cities, by the
mi ttee of the t.,.,o Ci ty Councils, and by the Ci ty Councils
themselves.
Written and oral testimony documenting the need
for expansion was introduced by numerous residents and com-
munity groups at the public hearings held to revie'.... the Plan
alternatives.
A long term was tewa ter management plan for
policies of the two cities. The-economic viability of the two
expanded sewage capaci tyis needed to implement the planning
communities is unce~tain without the planned growth allocated
by the Gene~al Plans.
In ce~tain of the preceding findings, the statement is
made that the environ~ental risk or impact will be tolerated
in view of the importance of planning for expansion of sewage
capaci ty, as -outlined above.
Briefly=stated, the reasons 'for
making this, stat'€ment with respectto'the specific findings is
as follows:
(a) -'Findina C (Imoact on Use~s of Palaro River Water
For Domestic Purooses). .This impact-~~n be tolerated b~~~u~~
it affects very few persons, and because the present usage of
~.
the pajaro River for drinking purposes is not recommended.
(b) Findina 0 (Inoraanic Salts). Although listed as
a
potentially
significant
environmental
. ....
lmpac~ ,
further
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analysis as
fit <it
presented in submittals from Montgomery Engineers
'I. t
and surrrrarized in t.,ese findings shows that the proposed al ter"na-
tive would in fact be consistent with discharge standards set
by the Easin Plan.
Since the upper semi-perched aquifer of
the Llagas Subbasin is not an important source of domestic
water supply, the environmental risk is felt to be very small.
(c) Findino E (Pollution Due to Accidental Discharoe
or Seismic Event).
The treatment plant will be designed and
operated so that the risk of such an accidental discharge
would be extremely low. Some risk is unavoidable, since it is
impossible to design a per"fect plant that will function under"
all conceivable circumstances, but this risk exists wi th any
of the proposed alternatives, including the no project alter-
native.
(d) Findino 0 (Conversion of Aor icul tural Land Due
to Growt::).
This impact exists as a result of any develop-
ment, and is consistent wi th the growth plans of the Ci ties
contained in their general plans and growth control ordi-
nances.
(e) Findino P (DisDosal of Solid Wastes).
This
aga~n is a result of any of the project alternatives, includ-
ing the no project alternative.
It has always been possible
to dispose of these wastes in the past, and it is expected
.'
that_such disposal.~ill continue to be possible.
In summary,
the Council finds
that alternative
SL
represents a viable, economically and environmentally feasible
. .
expansion program for sewage treatment whi~h can be phased to
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1
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accommodate the planned growth of the two cities.
PASSED AND ADOPTED this 29thday of
a special meeting of the
following called vote:
Gilroy
July
, 1986, at
City Council by the
AYES: COlmCIU~MBERS: GAGE, KLOECKER, MUSSALLEM, PALHERLEE, VALDEZ
and HUGHAJ..'1. ~_u__.__..__
NOES: COUNCILXEHBERS: None
ABSTAINING: COUNCILME~ffiERS: None
ABSENT: COUNCIL:MEMBER: ALBERT
~ST:'---"
APPROVED:
/s/ SUSA~~E E. STEIN}~TZ
C:: TY CLZRK
/s/ ROBERTA H. HUGHAN
MAYOR
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.:.., ...L;;:'~ln_
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C~=y Cle=k of =~e Ci=y of Gil=oy,
do
he=eby, ce==~y tha= the a==ached Resolu=ion No.
o=igi~al =esolu=ion, duly adop~ed by -the Council
, sDecia1. - 'd " . l'
Gi_=oy at a =e~~=~= mee=~ng o~ sa~ Counc~_ ne C
86-~5 is a::l
of the Ci=y of
on the 29th
.-....
day of
Jul ~v
, 19 ~, at wh.ich meeti::lg. a quo-=-..::::. ~-a.s-
p= es e:~:: .
IN
---..--...
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!. have he=e..:.::to
-----~-
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set my hand and aff~~ed the
Cfficial Seal 0= the City 0= Gil=oy t~~s 30th
19 86 .
day of Ju1v
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.
ENVIRONMENTAL REVIEW
FOR
THE GaROY-MORGANHaL
DENITRIFICATION W ASTEW A TER TREATMENT F ACn.ITIES
August 19, 1987
The purpose of this environmental review is to evaluate if the environmental
effects from the construction and operation of the Denitrification Wastewater
Treatment Facilities are covered in the Final Environmental Impact Report for
the Lon Term Wastewater Mana ement Plan, for the Cities of Gilroy and
Morgan Hill, March 1986 (Reference 1 (Program EIR). This checklist includes
general information and a description of the proposed Activity, followed by a
review of the specific environmental effects caused by the Activity and the
Program EIR coverage of these impacts.
GENERAL INFORMATION
Activity Name: Denitrification Wastewater Treatment Facilities
Sponsoring Agencies: The City of Gilroy
7351 Rosanna Street, Gilroy, CA 95020
The City of Morgan Hill
17555 Peak Ave., Morgan Hill, CA 95037
Activity Location:
The existing Gilroy-Morgan Hill Wastewater Facility
900 Southside Drive, Gilroy, CA 95020
County Tax Assessor's Parcel Number: 841-30-11
Acreage of Property: 15
Zoning:
Park/Public Facility
Program EIR which covers this Activity: Final Environmental Impact Report for
the Long Term Wastewater Management Plan, Cities of Gilroy and Morgan
Hill, March 1986, Earthmetrics Incorporated.
INTRODUCTION AND CONCLUSIONS
The addition of secondary treatment with denitrification to the existing Gilroy-
Morgan Hill Wastewater Facilities (the Activity) is the first step in the
implementation of a 20-year Long Term Wastewater Management Plan (Long
Term Plan) for the Cities of Gilroy and Morgan Hill. In April 1986 the Final EIR
for the Long Term Wastewater Management Plan (Program EIR) was certified by
both Cities. The Program EIR evaluated in equal depth five alternatives for long
EXHIBIT 8
-1-
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51 "v .~
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Drive '\,8
\ WASTEWATER
~.\.'.~' ._ FACI ll!!- ES...~..
x-. '---'-',' ~
. /_:, ~~~j 3 :'~
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FIGURE 1
~
N
SCALE IN MILES
I I
o 1.15 2.3
-..
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lOCAL SETTING OF THE
GilROY/MORGAN Hill WASTEWATER FACiliTIES
~
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Environmental Review
.
term wastewater management and a no project alternative. The Program EIR
addresses the full range of environmental consequences for a 20 year period
which corresponds to a population of 143,000 and a wastewater flow of 14.9 mgd.
The Program EIR was prepared with the explicit understanding that further
environmental analysis may be required at various stages of implementation of
the project. For example, further environmental analysis will have to be
completed prior to any surface discharge to the Pajaro River. The proposed
Activity, however, covers only an expansion of the treatment facilities to allow
a capacity of 7.1 mgd, and does not involve the use of underdrains or surface
discharge to the river.
This environmental review constitutes a checklist pursuant to CEQA Guidelines
Section 15168(c) for the purpose of determining whether the program EIR covers
this Activity; that is, whether this Activity has significant impacts which are not
evaluated in the Program EIR.
It is the conclusion of the pre parers of this environmental review that, in fact,
the proposed Activity is covered within the scope of the Program EIR. The
Activity has no effects not examined in the Program EIR. No new effects could
occur, and no new mitigation measures are required. Therefore, pursuant to
CEQA Guidelines Section 15168(c)(2), no further environmental documentation is
required.
BACKGROUND
The Denitrification Wastewater Treatment Facilities consists of the construction
of a secondary treatment facility with nitrogen removal on the existing
wastewater facilities site. This will increase the wastewater facilities average
dry weather flow (ADWF) capacity from 6.1 mgd to 7.1 mgd.
The Denitrification Activity is the first phase of the implementation of the
Long-Term Wastewater Management Plan adopted by the Cities of Gilroy and
Morgan Hill in July 1986. The facilities need to be operational by 1991 to meet
the expected demand, and are expected to provide sufficient capacity until 1994
without additional modification. For more project background please refer to
the Denitrification Facilities Predesign Report (Reference 2).
E~ONMENTALSETTING
The Gilroy-Morgan Hill Wastewater Facilities are located in the City of Gilroy in
the south Santa Clara Valley. Figure 1 presents the local setting of the
wastewater facilities. The existing wastewater facilities and percolation ponds
occupy approximately 500 acres, two miles southeast of downtown Gilroy. The
wastewater facilities are in the Llagas Creek drainage basin, adjacent to Llagas
Creek, a tributary to the Pajaro River. Llagas Creek is separated from the
wastewater facilities by a levee. For more specific environmental information
settings please consult the Program EIR.
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ACTIVITY LOCATION
The Denitrification Facilities will be built on the existing Gilroy-Morgan Hill
Wastewater Facilities site as is highlighted on Figure 2. The wastewater
facilities are within: the City of Gilroy and is zoned Public Facilities. The
surrounding land is unincorporated. Santa Clara County has designated the
unincorporated area for Large-Scale Agricultural Uses, which includes parcels
under Williamson Act agreements.
ACTIVITY DESCRIPTION
The Activity is the construction and operation of a secondary treatment plant
with denitrification. The secondary treatment process is called single
sludge/pre-denitrification (SSPD). The SSPD system consists of a single reactor
which is separated into two zones, an anoxic and aerobic zone, and is followed by
a secondary clarifier. The denitrification occurs in the anoxic zone which
precedes the aerobic zone where carbon oxidation and nitrification take place.
The process employs two recycle loops: (1) return activated sludge to the
influent of the denitrification basin, and (2) nitrified mixed liquor to the
denitrification basin. With the nitrified mixed liquor return, the plant can be
operated to achieve a range of effluent nitrogen concentrations. A schematic
system diagram is shown in Figure 3.
Specifically, the Denitrification Facilities consist of constructing and operating
the following facilities and/or modific~tions:
. Bar Screens
. Influent Pump Station Modifications
. Headworks Pump Station
. Flow Measurement. Modifications
. Aerated Grit Chamber
. Primary Sedimentation
. Single Sludge/Pre-Denitrification Reactor
. Secondary Clarification
. Dissolved Air Flotation Thickening
. Anaerobic Digestion
. . Energy Recovery
. Sludge Dewatering
. Odor Control
This' Activity does not change the method of waste disposal, which is by
application and percolation on land. Treated effluent will be disposed of on the
existing 200 acres of domestic percolation ponds. The treatment plant provides
a hydraulic capacity of 8 mgd. However, the disposal capacity of the land
disposal...area...is-ca1culated..to be 7.1 mgd, so the plant rating is expected to be
7.1 mgd.
The Denitrification Predesign Report discusses the process selection and
Activity details, and should be referred to for specific information.
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ENVIRONMENTAL EFFECTS CHECK LIST
Explanation of all answers are given in the next section "Discussion of
Environmental Evaluation."
Does the
Activity Is Topic Environmental Topic
Impact ke Impacts Covered in
Listed Topic? Significant? Program EIR? Will the Activity result in:
1. EARTH
No NA NA a. Change in geologic substructure
No NA NA b. Disruption of soil
No NA NA c. Change in topography
No NA NA d. Change unique geologic features
No NA NA e. Increase in soil erosion
No NA NA f. Change river channel due to
increase siltation, deposition
or erosion
No NA NA g. Expose people/property to
geologic hazards
No NA NA h. Expose people/property to
seismic hazards
Z. AIR
Yes No Yes a. Deteriorate air quality -
construction
Yes No Yes b. Deteriorate air quality -
operation
Maybe Maybe Yes c. Create objectionable odors
No NA NA d. Alter climate
3. HYDROLOGY/WATER RESOURCES
No NA NA a. Change current or course in
marine or freshwater
No NA NA b. Change surface water runoff
amounts or patterns
No 'NA NA c. Alter course or flow of flood
waters
Yes No Yes d. Change amount of surface waters
Yes No Yes e. Alter quantity, direction or
rate of groundwater flow
No NA NA f. Reduce public water supply
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Does the
Activity Is Topic Environmental Topic
Impact Are Impacts Covered in
Listed Topic? Significant? Program EIR? Will the Activity result in:
No NA NA 3. g. Increase exposure of people
or property flooding
No NA NA h. Alter surface thermal springs
4. WATER QUALITY
Yes Yes Yes a. Change groundwater quality
No NA NA b. Change in surface water quality
5. PLANT LIFE
No NA NA a. Change diversity or number of
species
No NA NA b. Unique, rare or endangered plant
species
No NA NA c. Introduce new species of plants
No NA NA d. Reduce agricultural acreage
6. ANIMAL LIFE
No NA NA a. Change diversity or number of
species
No NA NA b. Unique, rare or endangered species
No NA NA c. Introduce new species or create
barriers for animal movement
No NA NA d. Deteriorate fish or wildlife
habitat
7. NOISE
Yes No Yes Increase existing noise levels or
expose people to severe noise levels
8. LIGHT AND GLARE
No NA NA Produce new light or glare
9. LAND USE
No NA NA Alter present or planned land use
10. NATURAL RESOURCES
No NA NA Deplete nonrenewable natural resource
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Does the
Activity Is Topic Environmental Topic
Impact Are Impacts Covered in
Listed Topic? Significant? Program Em? Will the Activity result in:
11. RISK OF UPSET
No NA NA a. Risk of releasing hazardous sub-
stance
No NA NA b. Interference with an emergency
plan
Yes Yes Yes c. Risk to water quality due to
plant or industrial pretreatment
failure
12. POPULATION
No NA NA Alter population distribution or
growth rate
13. HOUSING
No NA NA Create a demand for additional
housing
14. TRANSPORT A TION/CIRCULA TION
Yes No Yes a. Increase vehicular traffic
No NA NA b. Require new parking
Yes No Yes c. Impact existing transportation
system
No NA NA d. Alter present pattern of circu-
lation, or movement
No NA NA e. Increase traffic hazards
15. PUBUC SERVICES
No NA NA a. Fire protection
No NA NA b. Police protection
No NA NA c. School
No NA NA d. Parks/recreational facilities
Yes Maybe Yes e. Road maintenance
No NA NA f. Other government service
16. ENERGY
Yes No Yes a. Use substantial amounts of
fuel/energy
No NA NA b. Require the development of new
energy sources
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Does the
Activity Is Topic Environmental Topic
Impact Are Impacts Covered in
Listed Topic? Significant? Program Em? Will the Activity result in:
17. UTILITIES
No NA NA a. Power or natural gas
No NA NA b. Communication system
No NA NA c. Water
No NA NA d. Sewer or septic tanks
No NA NA e. Storm water drainage
Yes Maybe Yes f. Solid waste and disposal
18. HUMAN HEALTH
No NA NA Create or expose people to a poten-
tial health hazard
19. AESTHETICS
No NA NA Create an aesthetically offensive
site or obstruct a scenic vista
20. RECREATION
No NA NA Change quality or quantity of
existing recreational opportunities
21. CULTURAL RESOURCES
No NA NA a. Alteration of cultural resources
No NA NA b. Alter unique ethnic cultural
values
No NA NA c. Restrict existing religious or
sacred uses
22. SECONDARY IMPACTS
Yes Yes Yes Secondary impacts to the above
Environmental Topics due to growth
23. CUMULATIVE IMPACTS
No NA NA a. Impacts which are individually
limited, but cumulatively
considerable
No NA NA b. Impacts from other projects
which compiled with the Activity's
impacts are considerable
NA = non-applicable
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DISCUSSION OF ENVIRONMENTAL EV ALUA TION
1. Earth
Section 3.1 of the Program EIR determined that there were no significant
geologic impacts due to constructing treatment structures or percolating
wastewater, but none the less, mitigation measures were recommended,
including conducting a geotechnical investigation and designing the facility
to comply with current Uniform Building Code. Both of these mitigation
measures will be incorporated in final design of the Activity.
a. The earthwork included in the Activity is limited to the top five to
ten feet of earth and will not result in unstable earth conditions or in
a change in geologic substructures.
b. This Activity will be constructed on about 15 acres of previously
disturbed land which is currently used for wastewater percolation
ponds. Buildings, tanks, and basins will cover a total of
approximately 1.6 acres of the 15 acres, and an additional 0.6 acres
will be covered by roads and paved areas. For the structures, the top
five to ten feet of soil may be disturbed. Disruption to the soils
under the proposed roads and paved areas is limited to about the top
two feet. Although the construction of these facilities and roads will
disrupt the soils, there will be no impacts since the land is previously
and continually disrupted.
c. The surface elevation of the wastewater facilities site will be within
five feet of the existing ground (pond bottom) elevation, and approxi-
mately level with the existing roads and dike tops.
d. The Activity site is an existing percolation pond and does not contain
any unique geologic or physical features.
e. The structures which are built as part of this Activity are too small
to alter the wind pattern and cause wind erosion of soils. The runoff
from the Activity site will be directed off-site to existing drainage
facilities and will therefore not cause erosion of soils. Disturbed
areas which will not be built on will be landscaped.
f. The increase in groundwater leakage of 0.5 mgd (see response 3d) into
the Llagas Creek is not expected to be enough flow to modify the
river channel by siltation, deposition, or erosion. The Program EIR
evaluated the impact of diverted discharge of at least 3.5 mgd to the
Pajaro River and concluded that liThe additional flows would result in
insignificant bank erosion potential. . ." (p.3.2-38).
g. The Activity will be built on an existing relatively flat wastewater
facility site, which is not subject to landslides, mudslides, or ground
failure.
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h. The Activity site is located approximately eight miles northeast of
the San Andreas fault, four miles northeast of the Sargent fault, and
three miles southwest of the Calaveras fault (Program EIR, p. 3.1-6).
The site is not located within an Alquist-Priolo special studies zone.
Ground shaking may occur during an earthquake. The design of the
facilities will be in compliance with the Uniform Building Code. The
Program EIR (pp.3.1-17, 18) found that the seismic impacts are
insignificant.
Z. Air
a. Quoting the Program EIR:
"Emissions of construction related dust would create insignificant
effects to regional air quality and potentially significant air quality
effects on localized areas adjacent to construction activity.
However, these local impacts could be reduced through
implementation of standard dust control measures." (p. 3.5-15).
The recommended mitigation measure was to implement the dust
control "(M)easures required by BAAQMD to minimize potential
particulate impacts resulting from construction activities..."
(p. 3.5-16). The Activity will include this mitigation measure.
Regarding construction vehicles the Program EIR concluded "Carbon
monoxide, nitrogen oxides and hydrocarbons would be emitted by
construction vehicles in minor amounts. Expected construction
vehicle emissions of these pollutants would have an insignificant
impact on local and regional air quality." (p. 3.5-10)
b. The Activity includes combustion of anaerobic digester off-gases to
power an engine generator. The off-gases will be scrubbed to remove
hydrogen sulfide prior to combustion. The Program EIR (p. 3.5-13)
determined that the emissions from this Activity would not have a
significant impact on the air quality of the region.
c. A wastewater treatment plant by its nature has the potential for
odors. However, the Activity design includes odor control facilities.
The headworks, primary clarifiers, the anoxic portion of the single
sludge/pre-denitrification (SSPD) reactor, and the sludge thickeners
(DAF) will be covered with off-gases scrubbed for odor removal. The
intent is to prevent odors but the possibility still exists that odors
may occasionally occur.
Evaluation of odor impacts by the Program EIR (p. 3.3 -15) concluded
that if odors did occur they would create potentially significant
impacts to adjacent sensitive land uses. The Program EIR concluded
that these potential impacts can be mitigated through the use of
standard odor control provisions in engineering design of the
facilities. The Activity incorporates this mitigation measure.
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d. This Activity does not alter any air movement, moisture, or
temperature, nor does it change the local or regional climate.
3. Hydrology/Water Resources
a. The Activity disposes of the treated wastewater by percolation and
therefore does not directly impact the currents, or the course or
direction of water movement in any marine or fresh surface waters.
b. Although the Activity involves the construction of buildings and
paved surfaces, thereby increasing impervious surface area and
subsequent volumes of stormwater runoff, the amount of impervious
area is only approximately 3 acres of 15 acres. The Activity is not
expected to impact the overall site drainage because the amount of
impervious area being added to the 500 acre site is small (less than
1 percent).
The runoff from the denitrification facilities site will be directed to
the existing storm drain ditch north of the 51 pond, which discharges
to Llagas Creek.
c. This Activity does not change the course or flow of flood waters.
The flood control provided for the existing wastewater facility will
not be altered by the Activity.
d. The Program EIR determined that during above average precipitation
years the additional recharge would increase the migration of the
treated effluent via groundwater into Llagas Creek and the Pajaro
River. (p. 3.2-31). The Program ErR (p. 3.2-40) concluded that this
impact would have a minor beneficial impact by recharging the upper
zone of the Pajaro Valley Groundwater Basin.
e. This Activity will increase the amount of water percolated into the
groundwater by 1.0 mgd, which is a 16 percent increase in the total
current permitted percolation capacity of the existing facilities.
When the existing facility reaches its rated ADWF capacity of 6.1
mgd, the annual volume of percolation to the groundwater will be
about 5550 acre-feet. This is based on an annual average flow rate of
6.6 mgd, an average wastewater application rate of 1 inch/day and a
1/4 inch/day of evaporation (thus 75 percent of the applied
wastewater will reach the groundwater, and 25 percent will
evaporate). The Activity will increase the annual percolation to
groundwater by 897 acre-feet (16 percent) for a total of 6,440 acre-
feet/year. This increase may result in a slight change in direction
and rate of groundwater flow compared to the existing condition.
The Program ErR evaluated the impact of recharging 6,260 acre-
feet/year, over a 6 month period. (Program ErR p. 3.2-31). This
would correspond to about 35 acre-feet/day application. The
Activity annual recharge quantity of 6,440 acre-feet is approximately
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equal to the annual recharge evaluated in the the Program EIR. The
6,440 acre-feet is the total amount for year round operation, and
therefore is equivalent to 17.7 acre-feet/day. Therefore the Activity
daily recharge rate is only about half the rate evaluated in the
Program EIR.
The Program EIR determined: "Additional percolation pond waste-
water recharge to the upper semiperched aquifer of the Llagas
Subbasin would result in potentially significant oversaturation of the
upper aquifer, resulting in elevated groundwater levels and potential
agricultural impacts and spillage to the north to the deeper aquifer.
Installation of underdrains or dewatering wells would mitigate these
impacts." (p. 3.2-39).
At this time, based on the available hydrologic calculations and
groundwater studies, (References 3 and 4) underdrains are not
considered necessary to prevent groundwater level impacts for an
influent flow of 7.1 mgd (ADWF).
f. The Activity has an insignificant impact on the amount of water
otherwise available for public water supplies. (Program EIR
p.3.10-18)
g. There will be no significant changes in storm drainage or runoff flows
that could increase the risk of flooding nearby lands.
h. There are no known surface thermal springs in the Activity vicinity.
4. Water Quality
a. From the Program EIR:
"The final treated effluent to be disposed of on land would contain the
following constituents in some concentration: (1) organic compounds
(BOD, suspended solids, COD); (2) nitrogen compounds (organic,
ammonia, nitrate); (3) pathogenic microorganisms (bacteria, viruses,
parasites); (4) dissolved salts (sodium, total dissolved solids); and
(5) heavy metals and toxic organic compounds. II (p. 3.3 -3 5).
The Program EIR determined no adverse impacts to the shallow or
deeper groundwater bodies are expected due to nitrogen, heavy
metals and toxic organic compounds, organic compounds or
pathogenic microorganisms, because these materials will be
effectively removed in the treatment (or pretreatment) processes.
(Program EIR p. 3.3 -37 to p. 3.3 -38).
Regarding dissolved salts and the upper semi-perched aquifer the
Program EIR concluded ". . . the dissolved salts would be expected to
cause an increase in the concentration of salts in the groundwater
contained in the upper semiperched water bodies." (p.3.3-39). This
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would result in creating "...a potentially significant continued
groundwater quality deterioration of the upper semi-perched aquifer
of the Llagas Subbasin. II (p. 3.3 -44).
To understand the Program EIR's conclusion on the impact of
increased dissolved salts on the deeper groundwater, a brief
explanation on the groundwater system is given.
The Program EIR evaluated the impact of recharging 6,250 acre-
feet/year (35 acre-feet/day) of treated wastewater. The Program
EIR determined that this amount of recharge ". . .could potentially
oversaturate the upper semiperched aquifer of the Llagas Subbasin,
which could, in turn, spill out into the unconfined deeper aquifer to
the north as the effluent groundwater mound reached the edge of the
lake bottom clays" (p. 3.2-31). The spilling of the upper aquifer to
the deeper aquifer is only a speculative effect and if it does occur it
is only expected during heavy drought conditions. Under normal
conditions, the groundwater gradient is higher north of the
percolation ponds, causing the percolated groundwater to flow south,
away from the unconfined deeper aquifer. During a drought year, the
groundwater will be pumped down below normal. At the same time,
the groundwater elevation below the percolation ponds will remain
relatively constant. During this period, a potential exists for the
gradient below the percolation pond to exceed the gradient north of
the plant, possibly causing the groundwater to reverse its direction
and recharge the deeper aquifer.
If there is a change in the direction of flow, dissolved salts could
possibly reach the deeper groundwater. The Program EIR concluded
this could cause ".. .potentially significant groundwater quality
impacts. II (p. 3.3 -39). "However, implementation of appropriate
mitigation to minimize the impacts may not be readily available.
Increased treatment processes to remove salts would be cost
prohibitive and also involve additional tradeoff impacts associated
with the disposal of the resultant salt brines. II (p. 3.3 -39).
In terms of how this impact affects the beneficial uses of ground-
water the Program EIR stated: ".. .the potential resultant ground-
water quality impacts to the deeper confined drinking water supply
aquifer from land disposal and percolation into the upper semiperched
body, is not considered significant in the immediate and downgradient
vicinity of the treatment plant. II (p. 3.3-40).
b. Since the Activity disposes of the treated wastewater by percolation
to the groundwater, there is no direct effect on surface water
quality.
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5. Plant Life
a. The Activity will be built in an existing percolation pond. The site is
disturbed, and is repeatedly disced during pond maintenance.
b. According to the Program EIR, the Activity site does not contain any
rare or endangered species of plants (p. 3.4-17). Some old field and
grass vegetation currently exists.
c. The Activity will be landscaped with plants and shrubs common to
southern Santa Clara County.
d. The Activity site is not currently used for agriculture.
6. Animal Life
a. The site is disturbed and is repeatedly disced during pond main-
tenance. The change in the diversity or number of species due to the
change in land use would not be significant. The Program EIR
concluded "No significant impacts (to terrestrial wildlife) would
result from the loss of ruderal vegetation". (p. 3.4-25).
b. According to the Program EIR, the Activity site does not support any
unique, rare, or endangered species of animals. (p. 3.4-33).
c. The Activity is the construction and operation of wastewater
facilities; it will not introduce new species of animals to the area.
The facilities built are not expected to create a migration or
movement barrier because there is an ample amount of open space on
all sides of the Activity site.
d. Fifteen acres of a 200 acre facility will be converted from
percolation ponds to a wastewater treatment plant. No fish, shellfish
or benthic organisms habitate in the site now so there will be no
impact to these species. The loss of habitat is insignificant.
(p. 3.4-34 of Program EIR).
7. Noise
The Activity may increase the existing noise level during both the
construction and operation phases, however, the Program EIR has
determined the increase would be insignificant (p. 3.12-8). Current noise
emissions from heavy equipment used for pond maintenance has not been
inconsistent with other farming operations in the area. The Activity may
increase the frequency of noise emissions, but not the intensity.
8. Light and Glare
The Activity consists of construction of concrete structures and roads
which are not expected to produce glare. Night lighting will be comparable
to residential street lighting.
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9. Land Use
The Activity will not result in a substantial alteration of the land use. The
Activity is in conformance with existing zoning and the General Plan for
the City of Gilroy. From the Program EIR "Construction of Long Term
Plan facilities within the study region would create an insignificant effect
to open space and recreational uses". (p.3.9-18).
10. Natural Resources
The use of natural resources by this Activity is insignificant. The facilities
will be constructed with primarily concrete and steel; a minimum of
lumber will be used.
11. Risk of Upset
a. The Activity does not include the use, storage, or handling of any
hazardous chemicals.
b. This Activity is located in a remote location and is not expected to
interfere with emergency response plans or emergency evacuation
plans.
c. Quoting from the Program EIR:
"Accidental discharges of untreated or partially treated sewage due to
plant shutdown or failure (including industrial pretreatment failure
and chemical spills) would create an infrequent and temporary
potentially significant risk to surface water quality. Emergency
storage capacity and standby power would provide for an immediate
temporary response to reduce potential discharge impacts due to
power outage or operations breakdown. Some unavoidable discharges
would occur as a result of a major earthquake. Effective influent and
effluent monitoring would minimize potential impacts of
pretreatment failure and chemical spills." (p. 3.3-43)
1 Z. Population
The wastewater facility staff will increase from 8 to 15 with the
completion of this Activity. The increase in 7 employees is not a
significant increase in population. The secondary effects on population
growth are discussed in Item 22, page 19 of this Environmental Review.
13. Housing
The existing facility employs 8 people. Implementation of the Activity will
increase the personnel to about 15 people. The addition of 7 employees is
not expected to create a significant housing demand. The Activity will
provide sewer service to new housing constructed to serve the needs of
planned population growth, but does not itself cause the need for this
housing.
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14. Transportation/Circulation
a. As with most construction activities, a temporary increase in
vehicular movement will result. Materials will be hauled to the site
and there will be the additional commute of the construction related
work force. Approximately 10 truck loads of concrete per day will be
delivered to the treatment plant for short periods during concrete
pours. Other types of delivery trucks would also be traveling to and
from the site on a regular basis. Delivery trucks would be required to
use Monterey Highway, Luchessa Avenue, Rossi Lane and Southside
Drive to gain access to the wastewater treatment plant.
Traffic generated from the operation of the proposed facilities would
be minimal. The plant's operating staff would increase from 8 to 15
and ".. .as such would not significantly alter current worker
commute volumes to and from the treatment plant". (p.3.11-4
Program EIR).
If sludge is hauled from the site, (rather than disposed of on site) two
daily truck round trips are expected.
The Program EIR found that "Operational traffic from development
of additional wastewater facilities at the treatment plant would have
an insignificant direct impact on the surrounding traffic and
transportation environment." (p. 3.11-4).
b. The Activity will not create a demand for new parking. The existing
facility has 17 parking spaces and the denitrification facilities will be
providing additional parking for service vehicles. There will be
adequate off-street parking for employees and visitors.
c. The Program EIR determined that the existing transportation systems
are adequate to handle the expected traffic "All roadways which
would accomodate truck traffic currently have sufficient capacity
and should continue to do so." (p.3.11-5).
d. As discussed in Items 14a and c, the Program EIR determined the
Activity would have an insignificant impact on existing
transportation and circulation systems.
e. The Activity being built is a wastewater facility which is fenced off
from the public and has a controlled entrance. The general motoring
public, bicyclists, and pedestrians will not be on the Activity site.
The increased traffic during construction is determined to be
insignifican t.
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15. Public Services
a. Quoting the Program EIR:
"The Long Term Plan under any of the alternatives is not expected to
have significant direct impacts on demand for fire protection
services. The Long Term Plan would not involve the addition of a
significant number of new buildings or additional new employees on
site." (p. 3.10-7)
b. According to the Program EIR:
"The Long Term Plan under any of the alternatives is not expected to
have significant direct impacts on demand for police services. The
Long Term Plan would incrementally increase truck traffic from the
treatment plant (Section 3.11, Traffic and Transportation) and could
result in subsequent increases in calls for traffic-related aid."
(p. 3.10-7).
c. The Program EIR had the following conclusion:
"The Long Term Plan alternatives would not directly impact schools in
the service area. No new residents and few new employees would
result from Long Term Plan facilities." (p. 3.10-15)
d. From the Program EIR:
"The Long Term Plan alternatives would not directly impact parks and
recreation facilities or demand for facilities in the service area. No
new residents and few new employees would result from Long Term
Plan facilities." (p.3.10-14)
e. The Program EIR found the following:
"The Long Term Plan would involve the transport of solid waste from
the treatment plant, increasing truck traffic on plant vicinity
roadways. Such usage would cause a minor increase in annual
roadway maintenance needs on service area roadways and could
require improvements such as curbs and resurfacing on Southside
Drive, the access roadway to the plant." (p.3.10-14)
The trucks used during construction of the Activity will probably
damage the service area roads (Southside Drive and Rossi Lane).
Therefore, roads may need repair after construction is complete.
The construction contract will hold the contractor responsible for the
repair of any damage caused by construction activities.
f. The implementation of the Activity will not require additional
governmental services.
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16. Energy
a. The construction and operation of the Activity will consume energy.
However, according to the Program EIR, the impact would be
insignificant. (p.3.13-6)
b. The Program EIR has determined the energy consumption of the
Activi ty is insignificant. (p. 3.13 -6). The Activity will not require
the development of new energy sources.
17. Utilities
a. According to the Program EIR, energy consumption for the operation
and maintenance of the treatment plant and associated facilities
would create insignificant effects to service area energy supplies or
availability. (p. 3.13 -6)
b. The enlargement of the facilities from 6.1 mgd to 7.1 mgd, and
increasing the staff by 7 persons will not require a new communica-
tions system.
c. The facilities are not expected to involve the use of significant
amounts of domestic water. Small amounts of water used for
landscaping and washdown of facilities would likely be treated
effluent water. Some potable water would be used for drinking and
sanitary facilities for employees. (Program EIR p. 3.10-8)
d. The proposed Activity is the expansion of the wastewater treatment
facilities. The Activity itself would not generate a significant direct
increase in sanitary sewage (Program EIR p. 3.10-9).
e. The facilities would involve construction of additional buildings and
facilities, thereby increasing impervious surface area on the site and
subsequent volumes of storm water runoff. However, the additional
runoff generated would not significantly increase direct demand for
municipal storm drainage facilities (Program EIR p. 3.10-10).
f. The Activity will produce about 22 tons of sludge a day (based on
about 2.8 tons/mgd) and 1 cubic yard of grit a day. This solid waste
will be either hauled to a landfill, or stockpiled and/or composted on-
site. If the latter method is chosen there will be no impact to solid
waste utilities. If disposal to landfill is selected, sufficient capacity
at nearby class III landfill sites will be required.
The Program EIR gave the following conclusion for the ultimate
volume of solid waste (about 42 tons/day): "Solid wastes generated
directly and indirectly by the Long Term Plan and the uncertainty of
landfill availability and capacity, in addition to solid waste generated
by other developments both in and out of the service area, would
create potentially significant impacts to landfill capacity and
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disposal of solid wastes". (p. 3.10-17). The Program EIR
recommended as a mitigation measure to secure an agreement for
landfill disposal prior to production of sludge from the long term plan
facility (p. 3.10-18). It will be four years from now when the
Activity becomes operational. If off-site disposal is selected, an
agreement will be obtained closer to the start-up date.
18. Human Health
The Activity is a wastewater treatment plant which will reduce potential
health hazards by properly handling sewage.
19. Aesthetics
The existing location is not currently within a scenic vista. During
construction, the site will look like a typical construction site, but will not
be considered aesthetically offensive. The Program EIR recommended
"Landscape buffers planted early in the construction process could
minimize construction related visual impacts." (p. 3.14-8). The completed
Activity will be a well-landscaped facility designed for a pleasing visual
impact. The conclusion of the Program EIR is "... there would be no
significant visual impact on changes in view corridors from changes at the
treatment plant." (p. 3.14-9)
20. Recreation
The site on which the facilities will be built is not currently used for
recreational purposes, and therefore would not reduce the amount of
recreational area.
21. Cultural Resources
a. The 1977 EIR (Reference 5) on the original facility concluded that
cultural resources are not present on the site. Quoting from the 1977
EIR:
"Archaeologic surveys of the existing site and the Bolsa Road site
were conducted in October 197 5 by Dr. Joseph Winter, California
State University at San Jose. .. Nothing of archaeologic value was
found at the existing treatment and disposal site nor was there any
indication of a potential archaeologic site. Dr. Winter's opinion was
that continuation or expansion of facilities in the vicinity of the
existing site would not threaten any archaeologic or historic
resources." (pp. 14-15)
The following mitigation measure recommended in the Program EIR
will be included in the Activity:
"In the event that archaeological resources (prehistoric or historic
cultural materials) are encountered during subsurface construction,
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land alteration work in the general vicinity should be stopped and a
professional archaeologist should be notified. Prompt evaluations
should be made and appropriate mitigation measures, under the
provisions of current state law and acceptable to all concerned
parties should be formulated and implemented prior to continuation
of any additional earth movement." (p.3.6-14)
"The County Coroner's Office and the Native American Heritage
Commission should be contacted if human remains of native
American origin are encountered during project level actions."
(p.4.2-17).
"As part of final site design the local Indian community should be
consulted to insure mitigation of potential impacts to burial sites and
other cultural resources of value to tribal customs." (p.4.2-17).
b. No. The Activity site is previously disturbed and does not contain
anything of unique ethnic cultural value.
c. No. The Activity site is currently a percolation pond and is not used
for religious or sacred worship.
22. Secondary Impacts
The Program ErR evaluated the secondary impacts that are due to growth.
Secondary growth-related development within the service area as a result
of implementation of the Activity would encounter impacts. The
magnitude or severity of these impacts would depend upon the location and
nature of development. The Program ErR recommended site investigations
of potential impacts and incorporation of appropriate mitigation measures
within the planning and development guidelines of the applicable
jurisdictional agency to minimize potential secondary effects.
The subjects that have general secondary impacts are: air quality,
agricultural land use, public services, traffic, noise, and energy. It should
be noted that the Program ErR's evaluation is based on the ultimate Long
Term Plan population of 143,500 which is an increase of 84,850 from the
current wastewater facilities equivalent population of 58,650. The
Activity is being designed to accommodate 68,270 which corresponds to a
9,620 increase in population. Therefore, the secondary impacts resulting
from the Activity are addressed in the Program ErR.
23. Cumulative Impacts
a. Section 5 of the Program ErR evaluates the cumulative impacts for
the Long Term Plan facilities. The areas in which cumulative
impacts were found were: growth inducing impacts, land use, public
service and utilities, and traffic and transportation. The Activity
results in a flow increase of 1.0 mgd compared to the 8.8 mgd
increase which the Program ErR addresses. Therefore, due to the
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limited scope of the Activity, any cumulative impacts which result
from the Activity have been covered by the Program EIR.
b. The Santa Clara County Planning Department does not currently have
any permit applications on file for any of the land parcels which are
contiguous to the wastewater facilities (Reference 6). Therefore
there are no other planned projects which need to be considered for
cumulative impacts.
The Program EIR found the Activity to have a significant impact on
groundwater quality. The only other major discharger to the ground-
water in the southern Gilroy area is the Gilroy Food's Cogeneration
Plant which is located on Pacheco Pass Highway between Llagas
Creek and Miller Slough. The cumulative effect of the Gilroy Food
TDS discharge would not change the Program EIR finding. The TDS
load to the shallow groundwater system from the Gilroy Food's
combined project is about 18 percent of the Activity TDS
contribution (Reference 7). The TDS contribution from the two
activities is within the range analyzed in the Program EIR.
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REFERENCES
(1) City of Gilroy, City of Morgan Hill, Final Environmental Impact
Report for the Long Term Wastewater Management Plan, March
1986, Earthmetrics Incorporated.
(2) City of Gilroy, City of Morgan Hill, Predesign Report for Denitrifica-
tion Facilities, June 1987, James M. Montgomery, Consulting
Engineers, Inc.
(3) City of Gilroy, City of Morgan Hill, Wastewater Facilities, 1986
Operations Plan and Hydrologic Balance, July 1986. James M.
Montgomery, Consulting Engineers, Inc.
(4) City of Gilroy, City of Morgan Hill, Wastewater Facilities Interim
Capacity Report, July 1986, James M. Montgomery, Consulting
Engineers, Inc., Appendix G: "Hydrogeological Analysis."
(5) City of Gilroy, City of Morgan Hill, Final Environmental Impact
Report, Sewage Treatment and Disposal Facilities, March 1977, J .B.
Gilbert & Associates.
(6) Telephone Communications. Between Chuck Myer, City of Gilroy
Planning Department, and Roanne Ross, James M. Montgomery,
Consulting Engineers, Inc., July 16, 1987.
(7) "Application for Certification, Gilroy Foods Cogeneration Project,"
prepared for Gilroy Energy Company, August 1984, Woodward-Clyde
Consultants.
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