Resolution 1997-47
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RESOLUTION NO. 97-47
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF GILROY
MAKING CERTAIN FINDINGS CONCERNING MITIGATION MEASURES
AND ALTERNATIVES, ADOPTING A STATEMENT OF OVERRIDING
CONSIDERATIONS, AND ADOPTING A MITIGATION MONITORING
AND REPORTING PROGRAM IN ACCORDANCE WITH THE
REQUIREMENTS OF THE CALIFORNIA ENVIRONMENTAL QUALITY
ACT FOR THE GILROY MUNICIPAL GOLF COURSE PROJECT FOR
WHICH AN ENVIRONMENTAL IMPACT REPORT HAS BEEN
PREPARED.
WHEREAS, the City Council on July 28, 1997 by Resolution No. 97-45, certified the Final
Environmental Impact Report ("Final EIR")for the Gilroy Municipal Golf Course Project ("the
Project") as adequate and complete and in compliance with the California Environmental Quality
Act ("CEQA"); and
WHEREAS, approval of the Project requires the City to amend the General Plan and
designate the property a combination of Park/Pub1ic Facility, Low Density Residential, Hillside
Residential and Open Space, to request the Santa Clara County Local Agency Formation
Commission ("LAFCo") to include the property in the City's Urban Service Area, to prezone the
property to a combination of Park/Pub1ic Facility, R-1 Single Family Residential, Residential
Hillside and Open Space, to annex the property into the City and to take certain other related
actions; and
WHEREAS, CEQA requires that, in connection with the approval of a project for which an
EIR has been prepared which identifies one or more significant environmental effects, the decision-
making body must make certain findings regarding those effects; and
WHEREAS, the portion of the Project comprising residential development has been revised
to include a maximum of 98 residential units rather than 138 units, resulting in a lessening of
significant effects relevant to that component of the Project; and
WHEREAS, the City Council intends to adopt the mitigation measures set forth herein and
to adopt the Mitigation Monitoring and Reporting Program for the Project, which mitigation
measures are conditions of approval or are incorporated into the Project.
NOW, THEREFORE, BE IT RESOLVED:
(1) The City Council hereby finds that it has independently reviewed and analyzed the
Final EIR and other information in the record and has considered the information contained therein,
including the written and oral testimony received at the public hearings held on the Final EIR and
the Project, prior to acting upon or approving the Project.
(2) The City Council designates the Director of Community Development, at his/her
office at 7351 Rosanna Street, Gilroy, CA 95020, as the custodian of documents and record of
proceedings on which the decision is based.
(3) The City Council hereby makes the following findings with respect to the
significant effects on the environment of the Project, with respect to the alternatives discussed in
the Final EIR, adopts a Statement of Overriding Considerations regarding unavoidable significant
impacts resulting from the Project, adopts the mitigation measures recited in the Final EIR as
described herein, and adopts the Mitigation Monitoring Reporting Program attached hereto as
Exhibit A and incorporated herein by reference, in conformance with CEQA.
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I. FINDINGS CONCERNING SIGNIFICANT EFFECTS
EARTH RESOURCES/GEOTECHNICAL ANALYSIS
4.1-a
Impact: Strong ground shaking may occur on the site during a major earthquake on a
regional fault system. Such shaking may cause severe damage to or collapse of buildings or
other project facilities. Such damage, where it occurs, would result in significant economic loss
to the project, and may endanger the health and welfare of persons using the facility.
Mitigation:
1. The effects of ground shaking on future planned structures and other
improvements can be reduced by earthquake-resistant design in accordance with the latest edition
of the Uniform Building Code, and by incorporation of the recommended seismic criteria in the
design of structures. This shall be subject to review and approval by the Building Division.
2. The mean peak horizontal acceleration (randomly oriented component)
that should be considered in dynamic or pseudo static analyses for the project is 0.55g for soft
rock sites. For design purposes, a repeatable high ground acceleration (RHGA) of 0.37g should
be used for project evaluation. If earthquake ground motions will be critical for design of
structures to be sited on stream terrace deposits over 40 feet thick, a geotechnical engineer shall
be consulted to provide appropriate ground motion values. Alternatively, the project engineer
may migrate the base ground motion through the soil column at the proposed site to obtain site
specific accelerations.
Large appliances (i.e. refrigerators, freezers, pianos, wall units, water heaters, etc.) should
be firmly attached to the floor or to structural members of walls.
Finding: The mitigation measures described above are incorporated into the Project and
will thereby become conditions of Project approvals. These measures will avoid or substantially
lessen the potentially significant environmental impact described above to a level of less than
significant impact.
4.1-b
Impact: Seismically induced ground failures are secondary seismic effects related to
soil, bedrock and groundwater conditions. Where these failures occur near buildings or other
facilities, there is a potential for significant economic loss due to structural damage or injury to
persons using the facility.
Mitigation:
1. Lurch Cracking. The only naturally occurring steep slopes on the site are
stream cut banks along stream drainages. Because of the potential for lurch cracking in cut banks
of the site stream drainages, any structures or facilities to be located above or below such banks
that would be adversely impacted by lurch cracking shall be set back a horizontal distance from
the toe of any such bank a minimum distance equal to four (4) times the (vertical) bank height, or
adequate retaining structures or foundation systems shall be incorporated in the construction. All
cut and fill slopes shall be constructed in accordance with the grading recommendations given in
Section 5.2 of the Preliminary Geotechnical and Geologic Hazards Investigation, Nolan
Associates, 1996 ("Nolan Report"). This measure shall be subject to the review and approval of
the Engineering Division, and applies to both the golf course project and future development of
the residential out-parcels as described in the Final EIR.
2. Liquefaction. Although no structures are anticipated in areas judged to be
potentially susceptible to liquefaction on the current Conceptual Plan, the liquefaction potential
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of any building sites located in areas mapped as QU on Plate 1, Geologic Map, of the Nolan
Report will be analyzed on a site-specific basis. Specific recommendations regarding mitigation
of liquefaction potential associated with the existing dam on the property shall be in compliance
with the recommendations provided in Section 5.10 d. of the Preliminary Geotechnical and
Geologic Hazardous Investigation, Nolan Associates, 1996. Implementation of this mitigation
measure shall be subject to the review and approval of the Engineering Division, and applies to
both the golf course project and future development of the residential out-parcels.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the significant environmental impact described above to a
level of less than significant impact.
4.1-c
Impact: Lands1iding on slopes presents a clear hazard to structures and may be
responsible for serious injury to persons.
Mitigation:
1. Because of the potential for 1ands1iding in cut banks of the site stream
drainages, any structures or facilities that would be adversely impacted by lands1iding shall be set
back a horizontal distance from the toe of any such bank a minimum distance equal to four (4)
times the (vertical) bank height or adequate retaining structures or foundation systems shall be
incorporated in the construction. Implementation of this mitigation measure shall be subject to
the review and approval of the Planning Division, and applies to both the golf course project and
future development of the residential out-parcels.
2. Any hillside structures should incorporate geotechnical recommendations
regarding foundations cited in the detailed site development recommendations in the Preliminary
Geotechnical and Geologic Hazardous Investigation, Nolan Associates, 1996. Implementation of
this measure shall be subject to the review and approval of the Engineering Division, and applies
to both the golf course project and future development of the residential out-parcels.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impact described
above to a level of less than significant impact.
4.1-d
Impact: Rupture along faults can cause offset of the ground surface along the surface
trace of the fault. The offset will damage roads and buildings and can break pipes or other
underground utilities.
Mitigation: Although the potential for surface rupture due to faulting is very low on the
project site, a setback of 100 feet shall be observed to either side of the faults shown on the
project Geologic Map, unless the faults are precisely located and proven inactive. The
recommended setback should apply to any structure intended for human habitation (residences)
or public occupancy (clubhouse), but need not be observed for utility buildings or other non-
public project facilities. The proposed project Conceptual Plan complies with this
recommendation. Implementation of this measure shall be subject to the review and approval of
the Planning Division, and applies to both the golf course project and future development of the
residential out-parcels.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impact described
above to a level of less than significant impact.
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4.1-e
Impact: Shallow, perched groundwater conditions can occur during periods of wet
weather where thin, permeable sediment layers overlie relatively impermeable bedrock or clay
rich deposits. This condition has the potential to negatively impact shallow foundations, paved
areas, underground utilities, and landscaping.
Mitigation:
1. Subdrainage shall be necessary in these areas in order to ensure that
approach areas, tees, greens, and cart paths constructed near these areas remain sufficiently dry.
Subdrainage shall also be required on the lower portions of the site, in the vicinity of localized
drainage swales. It is anticipated that the sub drains constructed in golf course areas would extend
to a depth of 3:t feet below proposed grades. Implementation of this mitigation measure shall be
subject to the review and approval of the Engineering Division.
2. It is also anticipated that sub drainage shall be required on the upstream
side of the lower portions of the Mantelli Road extension, particularly in the area where the
proposed alignment crosses the drainage swa1e in the vicinity of boring 18. It is anticipated that
the subdrains constructed in connection with the Mantelli Road extension alignment would
extend to a depth of 9:t feet below existing grades. Implementation of this mitigation measure
shall be subject to the review and approval of the Engineering Division.
3. Wet excavation conditions should be anticipated in these areas. The soils
generated from earthwork operations in these areas may be too wet for use as engineered fill
without drying. In addition, stabilization of these areas through the use of rock fills, geofabrics or
other measures shall be required prior to placement of fill in these areas. Implementation of this
mitigation measure shall be subject to the review and approval of the Engineering Division.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impact described
above to a level of less than significant impact.
4.1-f
Impact: Removal of vegetation and project grading may result III erOSIOn and
sedimentation of downstream water bodies.
Mitigation: The Project shall be subject to a detailed Erosion Control Plan submitted as
part of the permitting process. All erosion control recommendations proposed for required
grading permits and the Storm Water Pollution Prevention Plan shall be adhered to by the City of
Gilroy and the property owner/developer of the residential out-parcels (refer also to Section
4.2.3, Hydrology, Drainage and Water Quality of the Final EIR). Implementation of this
mitigation measure shall be subject to the review and approval of the Engineering Division.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impact described
above to a level of less than significant impact.
4.1-g
Impact: Any grading activity or other ground disturbance in the area of serpentine
outcrop in the northeastern comer of the project site has the potential to release chrysoti1e
asbestos, potentially causing a public health hazard.
Mitigation:
1. Grading in the area of the 16th tee and the eastern half of the 15th fairway
shall be planned to minimize ground disturbance. Stripping of native soils and vegetation should
be reduced to a minimum and cuts into bedrock should be eliminated from the plan. Where
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possible, changes in the natura11and contours should be accomplished by placement of fill rather
than cutting. No grading activity is presently proposed in this location. Implementation of this
mitigation measure shall be subject to the review and approval ofthe Engineering Division.
2. The area of serpentine outcrop should be clearly marked in the field during
construction so that inadvertent or accidental disturbance of this area will be avoided.
Construction workers should be educated about the serpentine area and the importance of
limiting soil disturbance there. Implementation of this mitigation measure shall be subject to the
review and approval of the Engineering Division.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impact described
above to a level of less than significant impact.
4.1-h
Impact: The proposed project has the potential to impact local groundwater quantity and
quality by altering the natural balance of infiltration and runoff and by contributing contaminants
to percolating ground water. These impacts may affect the availability and quality of
groundwater in local wells.
Mitigation: Any potential impacts to groundwater quality may be effectively mitigated
by following surface water quality mitigation procedures. These procedures are required
mitigation measures that are outlined in Hydrology/Storm Drainage, Section 4.2.3 of the Final
EIR. Although not reiterated verbatim here, the intent of these procedures is summarized below,
and the mitigation measures are listed under Mitigation for Impacts 4.2-a et seq. below.
Implementation of these measures shall be subject to the review and approval of the Engineering
and Chemical Control Divisions.
1. Collection of runoff from paved surfaces combined with the use of silt and
grease traps or other means of improving runoff water quality.
2. Use of irrigation and chemical management practices by which water,
fertilizer, and chemicals would be applied on an as-needed basis only, minimizing potential for
leaching into ground water.
3. Monitoring wells installed to sample for the presence of golf course
chemicals or other contaminants in groundwater, with corrective action taken if necessary (refer
to mitigation measures 4.2-a through 4.2-c).
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impact described
above to a level of less than significant impact.
4.1-i
Impact: There is an existing earthfill dam on the project site. Failure of this dam would
result in damage to downstream areas.
Mitigation:
1. Stability: no mitigation measures required.
2. Minor slump: The earth dam may be incorporated into the golf course
project substantially in its current condition with the following exception: the minor slump which
has occurred on the rear face of the earth dam need repair. It may be repaired by replacing the
material which has been displaced with engineered fill in accordance with the recommendations
identified in the Final EIR, Appendix B, Section 5, of the Preliminary Geotechnical Report.
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3. Spillway washout: The spillway walls shall be replaced in the areas where
they have been damaged or washed out. Specific design by a structural engineer is necessary.
The walls shall be designed and constructed in accordance with the recommendations for
retaining structures presented in the Final EIR, Appendix X, Subsection 5.6 of the Preliminary
Geotechnical Report. A section of the stream bank at the lower end of the spillway is scouring
into the toe of the dam embankment. This area shall be protected by rip rap or other suitable
bank protection to prevent additional scour. The project civil engineer shall provide bank
protection design criteria prior to issuance of the first grading permit.
4. Spillway capacity: At the time sidewalls are repaired, the sidewalls from
Cross Section C to Cross Section D shall be extended such that the elevation of the top of the
walls is 1 foot above the 100 year water surface elevation. See Final EIR, Appendix B, Section
4.3.5.
5. Liquefiable layer under dam: In order to mItIgate the potential for
liquefaction to occur below the keyway, the liquefiable sand layer shall be densified using
pressure grouting techniques as outlined in the Final EIR, Appendix B, Section 5.10.3, of the
Preliminary Geotechnical Report, Nolan Associates, 1996. The four described measures shall be
subject to the review and approval ofthe Engineering Division.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impact described
above to a level of less than significant impact.
4.1-j
Impact: Expansive soils can cause damage to buildings and paved areas.
Mitigation: Repeated wetting and drying cycles would cause expansive soils to swell
and shrink repeatedly, damaging foundations and paving. However, the geotechnical evaluation
indicated that soils in areas proposed for development have a low expansion potential.
Therefore, no further mitigation is required.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid the potentially significant environmental impact described above.
4.1-k
Impact: Near surface soils are moderately compressible and may settle under building
loads.
Mitigation: To ensure uniform compression characteristics and to obviate any potential
for differential settlements, site preparation consisting of overexcavation and recompaction of the
near-surface soil shall be required prior to placement of new fills, pavements, slabs, and
structures, subject to review during grading. See Appendix B, Subsection 5.2.3 of the
Preliminary Geotechnical Report, Nolan Associates, 1996. Implementation of this measure shall
be subject to the review and approval of the Engineering Division, and applies to both the golf
course project and future development of the residential out-parcels.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impact described
above to a level of less than significant impact.
4.1-1
Impact: Geologic hazards associated with development of the tank sites include
potentially significant impacts due to ground shaking and differential compaction. Other
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geologic hazards, including 1andsliding, soil liquefaction and/or lateral spreading are considered
to be low, and therefore, 1ess-than-significant impacts.
Mitigation: Prior to final approval of a grading permit for the proposed tank sites, the
geotechnical consultant shall inspect, test (as needed), and approve all final geotechnical aspects
of the tank construction, including adherence to the specific recommendations for grading, site
clearing, preparation of onsite soils, fill placement and compaction, fill material, excavation
conditions, cut and fill slopes, sulfate content, utility trenches, surface drainages, slabs-on-grade,
settlements and retaining structures, as identified in the report entitled Geotechnical
Investigation-Design Phase for the Proposed Gilroy Golf Course Water Tank. Nolan Associates.
January 1997. The results of these final inspections and the as-built conditions of the project
shall be described in a memorandum and submitted to the City Engineer for final approval.
Implementation of this mitigation measure shall be subject to the review and approval of the
Engineering Division.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impact described
above to a level of less than significant impact.
4.1-m
Impact: Redevelopment of the existing Gilroy Municipal Golf Course into a passive
public park use would result in geotechnical impacts similar to or less than the existing baseline
conditions. As no new major construction is anticipated at this time, impacts generated by the
introduction of new structures, including cut and fill, increase in seismic shaking, increased risk
of ground failure, landslide hazard, ground surface rupture, groundwater hazard, erosion and/or
water quality impacts would be anticipated to be marginal. However, in the absence of any
formal development plans for the proposed conversion of the existing golf course to a passive
public park, future impacts associated with the development of passive uses would be considered
potentially significant.
Mitigation:
1. Prior to the issuance of each building permit, the property
owner/developer of the park site shall submit for review and approval, a soils and geological
report. This report shall be subject to the review and approval of the Engineering Division.
2. Prior to issuance of each building permit, the property owner/developer
shall submit for review and approval, detailed foundation design information for the subject
building(s), prepared by a civil engineer, based on recommendations by a geotechnical engineer.
This plan shall be subject to the review and approval of the Engineering Division.
3. Prior to issuance of each building permit, the property owner/developer
shall submit plans showing that the proposed structures have been analyzed for earthquake
loading and designed according the most recent seismic standards in the Uniform Building Code
adopted by the City of Gilroy. These plans shall be subject to the review and approval of the
Building Division.
4. During grading activities, the property owner/developer shall implement
all standard practices for all City of Gilroy grading ordinances and codes to prevent soil erosion
and water quality degradation. Implementation of this measure shall be subject to the review and
approval of the Engineering Division.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impact described
above to a level of less than significant impact.
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HYDROLOGY/STORM DRAINAGE
4.2-a
Impact: The quantitative analysis of the surface hydrology associated with the project
watershed indicates that there would not be a substantial impact to the observed peak flow, less
than 5%. The analysis has evaluated a "worst case" condition of the modification to the amount
of increase in impervious cover and runoff potential based on development of the proposed golf
course and future development of the residential out-parcels at the maximum densities permitted
under existing City zoning categories. Even with these values, the runoff volumes did not
increase by a substantial amount, less than 10%. This amount is considered minor in comparison
to the regional drainage to which the project is tributary. Also, the change in volume is not
generally apparent during a storm since it is spread over the duration of the storm; however, an
increase in the actual runoff rate would be more apparent. Although the increase in runoff
volumes are anticipated to be minimal, based on an historical occurrence of localized flooding
and the lack of existing drainage improvements in the off-site tributary watershed, any increase
in post-development runoff would be considered by the City to result in potentially significant
impacts to the downstream drainage basin.
Mitigation: The following measures shall be implemented and/or adhered to by the City
and/or the property owner/developer (as applicable and appropriate) and reviewed and monitored
by the Engineering Division prior to issuance of the first grading permit.
1.
Federal Emergency
greater floodplain.
Final drainage plans shall be submitted demonstrating compliance with all
Management Agency ("FEMA") guidelines on drainage impacts to the
2. An underground drainage system shall be designed to intercept and convey
the stormwater flow generated by the site. The drainage system shall be designed to meet the
100-year level of flood protection for all project site structures, (including golf tees and greens),
through a combined hydraulic conveyance of the underground storm drain section and the street
section to prevent frequent inundation or deposition of debris or sediment.
3. The City and/or property owner/developer (as applicable and appropriate)
shall prepare and submit drainage plans which demonstrate the hydraulic conditions associated
with the changes to the natural floodplain, including how the site grading, in conjunction with the
subsurface and surface drainage conveyance systems, including applicable catch basins, storm
drains, and flood water retarding, will allow building pads to be safe from inundation from
stormwater runoff which may be expected from all storms up to and including the 100-year
storm event. Drainage facilities shall be designed to convey flows from the minimum City
criteria design storm with additional design factors of safety and freeboard to provide a 100-year
level of flood protection to all inhabited structures, and in accordance with the City of Gilroy
Flood Control Design Manual and Local Drainage Manual for both the drainage systems on the
proj ect.
4. Runoff generated from the project shall be directed to and intercepted by
an underground storm drain facility. The onsite project storm drain system shall be connected to
the appropriate existing storm drain system which the drain area was originally tabled or to the
drain area having the maximum adequate hydraulic capacity.
5.
secondary outlet
drainage criteria.
Street interception inlets and those inlets in a sump condition with a
shall be designed for the 100-year frequency storm event based on local
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6. Local area drains and the landscaping or common area drainage system
shall connect to the storm drain at street inlet locations or manholes in order to provide locations
of adequate maintenance.
7. Local surface inlets for the common area or the landscaped area shall be
sized with the appropriate clogging factors, minimum of 50% to account for debris.
8. Dedicated emergency overflow paths shall be provided along the drainage
system at sump locations based upon an "extreme event analysis" (i.e., 100-year). The overflow
paths would assist in assuring that during large rainfall events that there is a dedicated flow path
that overland flow can escape without causing flood damage to any of the facilities. The
emergency overflow paths may consist of pedestrian walk paths which can confine and direct the
flow without causing erosion.
9. The finished floor elevations of the public/commercial structures
(clubhouse, restrooms and the like) and habitable structures shall be elevated one foot above the
lO-year water surface in the street or one foot above the top of the curb, whichever is greater.
10. The proposed underground drainage systems which connect to existing
downstream drainage facilities shall be designed so the proposed design discharge does not
exceed the original hydraulic design capacity or the original tabled drainage area to that system.
The drainage systems shall be designed to minimize drainage area diversions between
watersheds.
11. Provisions for maintenance shall be incorporated in the proposed drainage
system which include providing manholes at the appropriate spacing and locations.
12. Street inlets shall be provided at a minimum for those locations where the
street hydraulic capacity would be exceeded or locations where the product of velocity and flow
depth exceeds five or locations to reduce pedestrian hazards.
13. The proposed Conceptual Design Plan incorporates two 4.5-acre water
features or manmade lakes as part of the project amenities. The water features are not an element
of the Stormwater Management System and shall be designed to be completely separate from the
drainage system. The surface drainage system shall be designed to intercept all runoff around the
perimeter of the existing lake and reduce water quality problems in the lake [rom the addition of
pollutants.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impact described
above to a level of less than significant impact.
4.2-b
Impact: Soil loss would occur due to sheet erosion of exposed soils during project
construction. Construction-related erosion of exposed soils would result in a potentially
significant impact. However, under stabilized conditions, the total debris production from the
project site would be lower than the existing conditions, resulting in an improved on and off-site
condition.
Mitigation: Construction Erosion Control Requirements
During construction, mitigation in the form of erosion control measures shall be
necessary to prevent exposed soils eroding during periods of heavy rainfall and causing sediment
removal. The erosion control plan shall be prepared for different phases or stages of the grading
operation so appropriate control measures are in place for erosion protection during the duration
of the construction period. This plan shall be subject to the review and approval of the
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Engineering Division. The erosion and sediment control features shall be developed according to
the following objectives:
*
*
*
*
Protect disturbed areas through minimization and duration of exposure.
Control surface runoff and maintain low runoff velocities.
Trap sediment on site.
Inspect and maintain control measures through implementation of maintenance
and follow-up program.
Minimize length and steepness of slopes.
*
Nonstructura1 control measures shall also be implemented for pollution control during the
construction phase which focuses on good housekeeping practices. The program shall focus on
(1) dumping of wastes and (2) maintenance of equipment. The contractor shall establish an area
for the dumping of site wastes, and chemical pollutants shall be disposed of in proper
receptacles. Waste oil, grease and hydraulic fluid from the servicing of construction vehicles
shall be disposed of at authorized construction centers.
The erosion control plan shall examine the drainage patterns, delineate tributary drainage,
identify downstream/adjacent drainage facilities, and determine the limits of grading and
clearing. Specific Best Management Practices ("BMP") shall be selected from two major
categories which include (1) cover practices and (2) structural measures. The selection of the
control measures is dependent upon the site conditions and specific application. In addition, the
erosion control measures shall focus on simple low cost structures which are easily maintainable.
The suggested minimum features include:
*
*
Silt fences
Gravel bags
Temporary sediment basins and traps
Surface stabilization through landscaping of slopes
Drainage system outlet protection
Temporary gravel entrance
Controlling surface runoff through temporary diversion and interceptor swales
Inlet protection with gravel bags or silt fence
Gravel bag barriers
*
*
*
*
*
*
*
A staged erosion control plan shall be prepared to accurately represent the current stage
of construction if rain is forecast within five days and the erosion control measures specified on
the original erosion control plan cannot be put in place due to construction progress.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impact described
above to a level of less than significant impact.
4.2-c
Impact: The construction and operation of the golf course and future development of
residential units on the project site would result in pollutants entering the surface and stormwater
runoff. The increase in pollutants entering the stormwater runoff would result in potentially
significant water quality impacts.
Mitigation: Lake Water Quality
The following mitigation plan shall be subject to the reVIew and approval of the
Engineering Division.
1. The water feature(s) shall be designed by a professional lake management
specialist or 1imino10gist with a water quality background, (see also Mitigation 4.2-d).
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2. A discharge permit shall be required from the Regional Water Quality
Control Board ("RWQCB") for the discharge of the water from the lake for annual cleaning or
maintaining of the lake lining. The RWQCB shall be consulted on the specific requirements for
the lake and provisions to allow discharges from the lake during periods of heavy rainfall.
3. Provide adequate storage volume in the lake to allow retention of the 24-
hour, 100-year rainfall on the lake surface. This estimated amount of precipitation for the project
site equates to 6.7 inches. At least six inches of freeboard shall be provided above the maximum
operating water surface of the lake to account for stormwater storage.
Several emergency weir boxes shall be incorporated into the perimeter of the lake
which would allow stormwater volumes above this level in the lake to discharge into the storm
drain system and maintain the appropriate lake level.
4. Incorporate design features into the man-made lake feature(s) which
ensure maximum safety along with ecological performance of the lake(s).
5. Provide circulation of water in the lake(s) to prevent dead spots which can
become stagnant due to the excessive buildup of contaminants.
6. Restrict the potential of nutrient flow into the water feature(s) with the
construction of a perimeter drainage system to intercept surface runoff prior to entering the lake.
7. Develop proper maintenance programs for the water feature(s) which
ensure the water quality, odor or other problems are addressed.
8. A preliminary design development report shall be prepared by the lake
specialist on the options and alternatives for the lake facility requirements which addresses the
lake liner, edge treatment, and water quality.
Surface Water Quality
Proper implementation of Best Management Practices available in stormwater
management prevent water quality degradation by protecting the receiving waters and correcting
existing problems. Common BMPs include structural controls which focus on treatment of
stormwater pollution as well as nonstructural controls which reduce the generation of potential
stormwater contaminants at or near their source. The proposed control measures shall be subject
to the review and approval of the Engineering Division and the Golf Course Superintendent and
are required for the golf course project as well as the residential out-parcels.
The following structural control measures shall be considered and incorporated as
appropriate in the final design for the project site:
1. Infiltration trenches are facilities used to divert runoff into a shallow (3-8
foot) excavated trench, backfilled with stone, which would act as an underground reservoir.
Application of these features shall be carefully controlled based upon geotechnical
considerations.
2. Grassed or landscaped swales are slightly-sloped grassed ditches with
dam-like structures made of stone, racks, and railroad ties, which increase infiltration and flow
attenuation.
3. Filter strips are structures composed of dense vegetation, such as grass or
wood, combined with underlying stone layers to accept overland sheet flow and infiltrate into the
underlying soil layers. These shall be appropriate in parking lot areas where the sheet flow in the
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parking lot can be drained through continuous curb openings which would allow the passage of
water into landscaping areas.
4. Reduce the amount of Directly Connected Impervious Area (DCIA)
through landscaping features and modification of the development drainage patterns. This
design process involves discharging runoff from an impervious surface to a pervious area where
the runoff can be slowed and pollutants can settle, for example into a landscaped area.
5. Inlet trash racks or bars shall be installed at all surface drainage inlets to
prevent trash and floating debris from entering the storm drain system.
6. Maintenance of the structural BMPs shall be required throughout the life of
the project to ensure proper operation, to protect ground and surface water quality and to prevent
untreated runoff from entering the natural aquatic and/or riparian areas. Exfiltration trenches
shall be checked bi-annually to ensure that they are relatively free from silt. Actual maintenance
intervals shall be established for the various features once the system has been in operation.
7. Pervious surfaces for use at parking lots and other hard surfaces at the site.
Such materials shall be used to help reduce the runoff quantity, thereby reducing the potential for
stormwater pollution from the proposed project.
BMPs for nonstructural controls are required for the effective operation of the stormwater
quality control program. These controls shall be subject to the review and approval of the
Engineering Division and Golf Course Superintendent. This mitigation measure applies to both
the golf course project and, where applicable and appropriate, to future development of the
residential out-parcels. Recommended nonstructura1 BMPs which are suitable for
implementation with respect to this project include the following:
1. Periodic cleaning (i.e. street sweeping) of paved areas to remove small
particle size sediments with absorbed pollutants caused by uses of the area.
2. Routinely cleaning onsite storm drain manholes and catch basins to
remove sediment and debris.
3. Source control survey of the maintenance and clubhouse facilities to
determine possible contributors to stormwater pollution, locating especially those facilities at
which storage or handling of hazardous or toxic chemicals takes place.
4. Washdown or non-stormwater discharges from the project development
facilities shall be controlled. In some cases, disposal to sanitary sewers may be required.
5. Providing information to residents and/or employees at the golf course on
disposal of pet wastes, waste oil and grease, and pesticide containers.
6. Covered areas for trash receptacles or enclosed features to prevent direct
contact with precipitation. The trash receptacle area shall be designed so that it is elevated
slightly above the surrounding area to prevent contact with surface runoff.
7. Efficient landscaping irrigation to prevent or reduce excess irrigation or
non-stormwater discharges from discharging into the storm drain system as nuisance flow.
8. Common area litter control through removal of waste from receptacles on
a regular basis. Site litter shall be strictly controlled and trash containers shall be provided
throughout the site.
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9. Housekeeping of loading docks shall occur through regular sweeping of
the delivery areas and loading zones. Spills in the loading areas shall not be washed into the
storm drains.
10. An onsite meteorological station shall be provided to monitor specific
wind conditions onsite. This information shall be used to determine whether herbicide and
pesticides should be applied. Soil moisture, local evapotranspiration rates and temperature are
important to determining irrigation rates. As such, no fertilizers, herbicides or pesticides shall be
applied on days where there is a 15% or better chance of rain forecast, except in cases where
pre emergent herbicides and fertilizers that require water application within 24 hours in order to
save electricity and irrigation water are required.
Design and Construction - Chemical Use
The following control program shall be subject to the review and approval of the Golf
Course Superintendent, Engineering Division and Chemical Control Division. This measure
applies to the golf course, and where applicable and appropriate, to future development of the
residential out-parcels.
1. To minimize the need for chemical application, turf areas shall be of
sufficient size to accommodate the use, but shall allow existing or enhanced vegetation to remain
between fairways.
2. Storage and use of pesticides, herbicides and fertilizers shall comply with
all laws and regulations, including but not limited to, the City of Gilroy's and the County's
Hazardous Materials Storage Ordinance, and shall be subject to standardized permitting
procedures of relevant government agencies.
3. Integrated Pest Management (IPM) systems shall be employed to insure
proper use of pesticides to treat incidental infestations. Application must be by State-certified
applicators.
4. Advanced technology/monitoring equipment shall be used to ensure
minimal application of pesticides, herbicides, and fertilizers, and to ensure (depending on an
array of available processes) that the chemicals used break down into by-products that are
biologically inactive.
5. Slow-release, less soluble, and least mobile chemical fertilizers, pesticides,
and herbicides shall be used to maintain turf areas. These products shall be used at the smallest
rates of active ingredient to accomplish the desired results.
6. Drought, pest and disease resistant grass species shall be selected.
7. To ensure that natural buffer areas are protected, chemical use shall be
kept to a minimum.
8. State-certified applicators shall provide timely written documentation
specifying what they are applying to the greens and tees, including a Material Safety Data Sheet
(MSDS), for distribution upon request by any member of the public. When pesticides are being
applied, signs will be placed near the area of application in such a manner to inform pedestrians
that pesticides are in use. The signs shall be left in place for a minimum of 24 hours after the
application has taken place.
9. The pesticides, herbicides and fertilizers used shall be those that are
commonly available to any consumer and approved for normal household use.
Pesticides/herbicides or fertilizers that require special agricultural permits shall not be used.
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Regional Water Quality Control Board Requirements
The following program shall be subject to the review and approval of the Engineering
Division.
1. The project applicant shall develop and implement a Storm Water
Pollution Prevention Plan (SWPPP), and inspect storm water control structures and pollution
prevention measures. The SWPPP shall be implemented concurrent with the beginning of the
construction activities and kept onsite. The SWPPP shall contain information about post-
construction pollution controls for the ongoing maintenance of golf course operations.
2. The project applicant shall submit a Notice of Intent (NOI) prior to the
commencement of material building/management practices, also listing site characteristics and
receiving water information. The NOI to be filed must include information about building
materials, building practices, site characteristics and receiving waters information.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impacts described
above to a level of less than significant impact.
4.2-d
Impact: Use of recycled water to support the proposed manmade lakes and for irrigation
of the proposed golf course and public landscaped areas could result in potentially significant
water quality impacts due to run-off from excess irrigation, and/or due to seepage of nitrates (and
other mobile contaminants) through the soil to the groundwater table, potentially degrading
domestic water supplies.
Mitigation: The following plans and program shall be subject to the review and approval
of the Engineering Division.
1. The two onsite manmade lakes shall be designed by a professional lake
management specialist, or 1iminologist with a water quality background.
2. A Lake Management Plan and Runoff Management Plan shall be prepared
prior to lake construction to demonstrate how the lakes will be managed to sustain and improve
the quality of influent recycled water.
3. The lakes shall be constructed and/or lined to restrict seepage; Vegetation
shall be used in the lakes for nutrient and metal stripping to improve water quality such that the
quality is suitable to meet drinking water standards for these constituents.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impact described
above to a level of less than significant impact.
4.2-e
Impact: Future conversion of the existing golf course to a public park may result in
potentially significant impacts due to increases in surface water runoff and sheet erosion of
exposed soils during construction activities.
Mitigation:
1. If a grading plan is determined to be required by the Engineering Division,
the property owner/developer shall submit a Master Drainage and Runoff Management Plan
(MDRMP) for review and approval by the Engineering Division and the RWQCB. The Master
Plan shall include, but not be limited to, the following items:
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*
Backbone storm drain layout and pipe size, including supporting hydrology and
hydraulic calculations for storms up to and including the 100-year storm.
*
A delineation of the improvements to be implemented for control of project-
generated drainage and runoff.
*
Detailed assessment of existing water quality, potential water quality impacts, and
a description of proposed measures to maintain water quality to the extent
required by the National Pollutant Discharge Elimination System (NPDES) and
its regulations, including the following:
*
Incorporation of structural and nonstructura1 City-controlled BMPs. BMPs shall,
to the extent permitted by law, include, but not be limited to, containment of
masonry and paint wastes on the construction site, proper disposal of vehicle fuel
and maintenance wastes, disposal of trash and debris, prohibiting water wash
down of paved areas (both during and after construction, unless allowed by
NPDES permit), and education/training for construction workers on these
practices. Engineering details, maintenance procedures, and funding
responsibilities of these BMPs shall also be described.
*
Incorporation of measures to be identified by the RWQCB to assure compliance
with the State Water Resources Control Board's ("SWRCB") statewide water
quality control plan.
*
Description of a water quality monitoring program to monitor water quality
during and subsequent to construction and to evaluate the effectiveness of BMPs.
The water quality monitoring program shall identify (1) the person/agency
responsible for implementing the program, (2) sources of pollutants in runoff
(e.g., nuisance flows from development areas, irrigation flows), (3) specific types
of pollutants expected in runoff that will be monitored (e.g., total suspended
solids, phosphorous, lead), (4) water quality sampling stations that are
representative of runoff from the sources identified above, (5) sampling program
methodology, including devices to be used and frequency and duration of
sampling, (6) method for evaluating data collected from a sampling program,
including threshold standards for determining effectiveness of BMPs, and (7)
additional measures, if necessary, to increase the effectiveness of the BMPs to the
threshold standards identified in C(l), above.
2. Prior to approval of a grading plan, the property owner/developer shall
submit a Storm Water Pollution Prevention Plan (SWPPP) specifically identifying Best
Management Practices that will be used onsite to control predictable pollutant run-off for review
and approval ofthe City Engineer,
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impacts described
above to a level of less than significant impact.
4.3-g
LAND USE PLANS/POLICIES
Impact: (less than significant) Development of the golf course could result in land use
compatibility impacts with the existing residential uses surrounding the project site.
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Mitigation: According to the City of Gilroy Zoning Ordinance, the proposed uses on the
site would be compatible with the existing and planned residential uses surrounding the project
site. Design review is required of all new development through the Architectural and Site Review
process prior to the issuance of a building permit.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will further mitigate the less than significant environmental impacts described above.
4.3-h
Impact: Compatibility Issues with Existing Golf Course Site/Proposed Location of
Water Tanks. The two water tanks required as part of the project development would be placed
on the existing Golf Course which is located near and visible to residents on Burchell Road.
Mitigation: The placement of the tanks would be consistent with the City of Gilroy's
Zoning Ordinance, Section 39, Accessory Buildings, and measures are included in the project
plan to mitigate any visual effects that may be caused with project implementation (Refer to
Section 4.9, Visual Resources and Aesthetics). The proposed water tanks shall be screened with
native plant and tree species prior to tank construction in order to obscure the visual presence of
the tanks from the viewsheds of future park visitors and residents on Burchell Road.
Implementation of this mitigation shall be subject to the review and approval of the Planning
Division.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impacts described
above to a level of less than significant impact.
TRAFFIC AND CIRCULATION
4.4-a
Impact: (less than significant) The addition ofproject-re1ated trips would not cause any
study intersection to change LOS or operate deficiently. Project-related trips, based on the golf
course and a maximum of 138 residential units on the residential out-parcels, would not cause an
intersection currently operating at LOS C or better to operate at LOS D, E or F. Based on the
thresholds identified in Section 4.4.2, this is considered to be a 1ess-than-significant impact. As
such, no project-related mitigation measures are necessary or required.
Mitigation: The applicant/developer of the residential out-parcels has agreed to reduce
the maximum aggregate number of residential units on the residential parcels to ninety-eight
(98), with a maximum of sixty-one (61) units allocated to parcels 3 and 4, and thirty-seven (37)
allocated to parcel 2. See letter dated July 23, 1997, to Mayor Pro Tem Gilroy from William L.
Gates. This will further reduce the 1ess-than-significant traffic impact.
Finding: As explained above, the reduction in the maximum number of residential units
are now incorporated into the Project and will further lessen the less-than-significant
environmental impact.
AIR QUALITY
4.5-a
Impact: Site preparation and project construction would result in a significant short-term
PMIO air quality impact.
Mitigation: Construction of the proposed golf course, future development within the
out-parcels and redevelopment of the existing golf course shall comply with all Bay Area Air
Quality Management District (BAAQMD) rules and regulations. The project contractor(s) shall
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also prepare a dust control plan prior to initiation of grading and building. These measures shall
be subject to the review and approval of the Planning and Engineering Division. Dust-reducing
measures shall include the following, as appropriate (measures obtained from Table 2 of the
BAAQMD CEQA Guidelines, April 1996):
Basic Control Measures
* Water all active construction area at least twice daily;
* Cover all trucks hauling soils, sand, and other loose materials or require all trucks
to maintain at least two feet of freeboard;
Pave, apply water three times daily, or apply (non-toxic) soil stabilizers on all
unpaved access roads, parking areas and staging areas at construction sites;
Sweep daily (with water sweepers) all paved access roads, parking areas and
staging areas at construction sites; and
Sweep streets daily (with water sweepers) if visible soil material is carried onto
adjacent public streets.
*
*
*
Enhanced Control Measures
Optional Control Measures
* Install wheel washers for all exiting trucks, or wash off the tires or tracks of all
trucks and equipment leaving the site;
Install wind breaks, or plant trees/vegetative wind breaks at windward side(s) of
construction areas;
Suspend excavation and grading activity when winds (instantaneous gusts) exceed
25 miles per hour); and
Limit the area subject to excavation, grading and other construction activity at any
one time.
*
All "Basic" control measures listed above;
Hydroseed or apply (non-toxic) soil stabilizers to inactive construction areas
(previously graded areas inactive for ten days or more);
Enclose, cover, water twice daily or apply (non-toxic) soil binders to exposed
stockpiles (dirt, sand, etc.);
Limit traffic speeds on unpaved roads to 15 miles per hour;
Install sandbags or other erosion control measures to prevent silt runoff to public
roadways; and
Replant vegetation in disturbed areas as quickly as possible.
*
*
*
*
*
*
*
*
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impacts described
above to a level of less than significant impact.
4.5-b
Impact: Short-term significant PMIO air quality impacts would occur during site
preparation and construction for future development on the proposed out-parcels and during
redevelopment of the existing golf course.
Mitigation: Refer to Mitigation Measure 4.5-a.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impacts described
above to a level of less than significant impact.
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NOISE
4.6-a
Impact: (less than significant) Construction activities for the golf course would
increase noise levels over the short-term. However, the majority of the construction activities
would occur in areas removed from noise-sensitive residential use. The temporary increase in
noise level from construction is considered a 1ess-than-significant impact. Construction activities
associated with build-out of the 98 residential dwelling units would result in an increase in noise
levels over the short-term. However, this temporary increase in noise levels is considered a 1ess-
than-significant impact.
Mitigation: To further diminish less-than-significant construction noise impacts, the
following mitigation measure is recommended since residents within unincorporated Santa Clara
County are located across (west and southeast of) Burchell Road.
During construction activities, the project shall comply with the Santa Clara County
Code, Chapter 7, Control of Noise and Vibration. This includes limiting construction activity to
between the hours of7:00 a.m. and 7:00 p.m. Monday through Saturday.
Finding: As explained above, the mitigation measure is incorporated into the Project and
will further reduce the 1ess-than-significant environmental impacts described above.
4.6-c
Impact: While projected average daily traffic noise levels would increase with the
project, noise levels would not exceed the City's 58 Ldn residential noise policy level. However,
the magnitude of the increase in noise levels along Burchell Road, Country Drive, and Bluebell
Drive are considered significant based on the thresholds of significance identified in the CEQA
Guidelines, Appendices G and I. Approximately 59% of this projected increase would be as a
result of trips generated by build-out of the residential out-parcels.
Mitigation: The reduction in the maximum number of residential units from 138 to 98
will reduce potential noise. Also, to reduce the magnitude of the noise level increase associated
with full build-out of the 265-acre site, a 6-foot landscaped berm, decorative masonary sound
wall or an environmentally equivalent noise attenuating measure shall be constructed and/or
implemented along Burchell Road, Country Drive, and Bluebell Drive at existing residential
locations. Implementation of this measure would reduce noise levels by at least 5 Ldn resulting
in an increase in noise levels of less than 2 Ldn along these roadways. An increase of less than 2
Ldn is considered a 1ess-than-significant impact. Both the City of Gilroy (golf course) and
residential (out-parcels) property owner/developer shall pay their proportionate fair share to fund
this mitigation. The City will work with the residents to design a barrier that is acceptable to
them.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impacts described
above to a level of less than significant impact. However, should the City and the residents not
reach agreement as to an appropriate barrier, and therefore none is constructed, then this impact
becomes an unavoidable significant impact of the project. (See Statement of Overriding
Considerations set forth below.)
BIOLOGICAL SERVICES
4.7-c
Impact: Four special-status plant species, big-scale balsam root, Metcalf Canyon
jewe1flower, most beautiful jewe1flower, and Santa Clara Valley dudleya, could potentially occur
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on the serpentine soils present in the northeastern portion of the project site. Removal of
potential habitat for these species would be considered a potentially significant impact.
Mitigation: The project has been designed to avoid impacts to potential habitat for
special-status plant species.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impacts described
above to a level of less than significant impact.
4.7-d
Impact: The Bay checkerspot butterfly could occur in the northeastern portion of the
project site if annual host plant species are present. At the time of surveys, host plants were not
identifiable. Impacts to the Bay checkerspot butterfly would be potentially significant.
Mitigation: The project has been designed to avoid impacts to potential habitat for the
Bay checkerspot butterfly.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impacts described
above to a level of less than significant impact.
4.7-e
Impact: (less than significant) Implementation of the proposed project would result in
impacts to potential California red-legged frog habitat. This includes placement of pilings into
the lake to support a cart bridge, and removal of riparian vegetation located at the base of the
dam. Removal or disturbance of potential California red-legged frog habitat would be potentially
significant.
Mitigation: Because appropriate habitat to support the California red-legged frog is
present on the Project Site, the Revised Draft EIR recommended a focused survey to be
conducted in accordance with the U.S. Fish and Wildlife Service survey protocol for the
California Red-legged Frog to determine their presence on the project site. In compliance with
this recommendation, a pre-construction breeding survey for the California red-legged frog has
been completed (March 13, 1997). No red-legged frog tadpoles or egg masses were observed.
The surveys were conducted in accordance with the U.S. Fish and Wildlife Service Guidelines on
Site Assessment and Field Surveys for California red-legged frogs (February 18, 1997).
Finding: The recommended mitigation, a survey, has been completed, and its results
change the initial determination of the impact from "potentially significant" to less than a
significant impact.
4.7-i
Impact: (less than significant) Implementation of the proposed project could result in
disturbance of potentially active raptor nests, which are legally protected pursuant to California
Fish and Game Code 9 3503.5.
Mitigation: Recommended mitigation in the Revised Draft EIR included focused
surveys for raptor nests by a qualified biologist in order to identify potentially active nests in
areas proposed to be impacted by project construction.
Such focused surveys have now been conducted for all trees in the project area. Raptors,
including American kestrel, black shouldered kite, red-tailed hawk and turkey vulture, were
observed foraging over the project site. No active raptors nests were observed onsite; however,
several inactive nests were found. Large stick nests were observed in the following trees: #86,
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#104, #311, #343, #443, #452, #459, #465, #467, #468, #470, #480, #482, #486, #487, #495,
#496, #502, #505, and #506. Small nests were observed in trees #88, #114, #454, #509 and
#515. No mitigation measures would be required according to the California Department ofFish
and Game ("CDFG").
Finding: The recommended mitigation, a survey, has been completed, and its results
change the initial determination of the impact from "potentially significant" to less than a
significant impact.
4.7-j
Impact: (less than significant) Implementation of the proposed project would result in
the loss of potential burrowing owl habitat.
Mitigation: Because burrowing owls were not identified onsite during field surveys, but
were anticipated to occur onsite, in the Revised Draft EIR recommended mitigation required
focused surveys to be conducted in accordance with the CDFG Staff Report on Burrowing Owl
Mitigation (1995) during the peak nesting season (April 15-July 15).
Such burrowing owl surveys have now been completed in accordance with the CDFG
Staff Report. No evidence of burrowing owls were found in the Project area or in any immediate
off-site areas. No mitigation measures are therefore required.
Finding: The recommended mitigation, a focused surveys, have been completed, and
their results change the initial determination of the impact from "potentially significant" to less
than a significant impact.
4.7-k
Impact: (less than significant) Implementation of the proposed project could result in
disturbance of an active American badger den. Impacts would be considered 1ess-than-
significant.
Mitigation: Impacts to American badger are considered less-than-significant. However,
in conjunction with the focused surveys conducted for burrowing owls, and by request of CDFG,
mitigation was proposed to include an additional survey for active badger burrows. The
American badger burrow surveys have now been completed. No American badger burrows were
found during surveys. No mitigation measures are required.
Finding: The recommended mitigation, surveys, have been completed, and their results
change the initial determination of the impact from "potentially significant" to less than a
significant impact.
4.7-1
Impact: Implementation of the proposed project could result in fill of potential
jurisdictional waters of the U.S. including wetlands. Loss of jurisdictional wetlands would be
considered a significant impact.
Mitigation: Because the majority of potential jurisdictional acreage onsite will be left in
open space, the project has a variety of opportunities to compensate for any loss of actual
jurisdictional waters.
A wetland delineation has been prepared on the project site and is expected to be verified
by USACE. If wetlands on the project site are considered jurisdictional by USACE, a wetland
mitigation plan shall be prepared that quantifies the total jurisdictional acreage lost, and describes
creation\rep1acement ratios for acres filled, annual success criteria, potential mitigation sites, and
monitoring and maintenance requirements.
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The plan shall be prepared by a qualified wetland biologist pursuant to, or though
consultation with, USACE. This shall be subject to the review and approval of the Planning
Division.
Wetlands within the residential out-parcels will not be included in the USACE
Nationwide 26 permit or wetland mitigation plan for the proposed golf course site. Because a
tentative subdivision map has not been prepared for the residential out-parcels onsite, acres of
wetland impact cannot be determined.
Once a tentative subdivision map is prepared, further environmental analysis will be
required to determine if wetlands within this area would be impacted by construction. A USACE
permit would be required, independently of the Golf Course project should wetlands within this
area be impacted by future residential construction activity.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impacts described
above to a level of less than significant impact.
4.7-m
Impact: Implementation of the proposed golf course project could result in degraded
water quality, increased erosion, and siltation within potential jurisdictional waters of the U.S.,
including potential jurisdictional wetlands.
Mitigation: Implementation of the following mitigation measures would reduce indirect
impacts caused by construction of the proposed golf course to jurisdictional waters of the U.S.
These mitigation measures shall be subject to the review and approval of the Planning Division
and ongoing monitoring by the Golf Course Superintendent.
1. Avoid application of fertilizers or pesticides within designated setbacks
areas.
2. Design and operate irrigation and drainage systems to prevent the
movement of water and associated chemicals into wetlands (Refer to Hydrology/Drainage
Section 4.2, Mitigation Measure 4.2-a.).
3. Avoid stormwater runoff into wetlands from impervious surfaces such as
parking lots and paths (Refer to HydrologylDrainage Section 4.2, Mitigation Measure 4.2-a, 4.2-
c).
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impacts described
above to a level of less than significant impact.
4.7-n
Impact: Implementation of the proposed project could result in removal of significant
trees as specified in the City of Gilroy Consolidated Landscape Policy or in indirect impacts,
including drip line compaction.
Mitigation: To the extent feasible, significant trees should be avoided. The following
mitigation measures and the mitigation plan for tree preservation shall be subject to the review
and approval of the Planning Division.
1. Removal of any significant trees during project construction should be
replaced with in-kind native trees.
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2. Trees which are planted as mitigation should be incorporated into the
project's Landscape Plan. In addition, a 5-year mitigation monitoring plan designing an 80%
success (survival) rate shall be prepared to determine the success rate of mitigation trees. If the
80% success rate is not achieved within the first annual cycle, then unsuccessful p1antings shall
be replaced to ensure the 80% success rate is met or exceeded in subsequent years.
3. Fencing shall be installed one foot outside of the dripline of each
significant tree within the areas proposed for active construction zones prior to beginning
construction. In areas of limited access, barriers may be moved into the drip line only to the
extent necessary for project construction. Under no circumstances shall the barrier be configured
such that vehicles or equipment can come into contact with the trunk of the tree.
4. In areas of limited access where vehicle operation has occurred within the
drip1ine, tree drip lines should be aerated under the supervision of a certified Arborist, upon
completion of construction.
5. Any required trimming of significant tree branches larger than 2" III
diameter should be monitored by a certified Arborist.
6.
significant trees.
No irrigation should occur or turf grass be placed within the drip line of
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impacts described
above to a level of less than significant impact.
4.7-p
Impact: Conversion of the existing Gilroy Golf Course to a passive public park would
not likely impact special status biological resources.
Mitigation: Once a formal park plan is developed for conversion of the existing golf
course into a passive public park use, the plans shall be reviewed to determine if future
construction and/or operation of the park could potentially impact biological resources, including
significant trees, nesting raptors or potential jurisdictional waters of the U.S. If it is determined
during this review that future conversion of the site could impact special-status biological
resources, additional environmental documentation for the site shall be required to ensure
maximum avoidance to special-status biological resources. This documentation shall be subject
to the review and approval of the Planning Division.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impacts described
above to a level of less than significant impact.
HAZARDOUS MATERIALS
4.8-a
Impact: Demolition of existing permanent structures (i.e. residential unit, structures in
the vicinity of the corral/stable area) may result in the release of asbestos containing material
and/or lead-based paints.
Mitigation: Prior to demolition work, it is recommended that areas of the permanent
structures be sampled as part of an asbestos survey. Any demolition of the existing permanent
buildings must comply with State law, which requires a contractor, where there is asbestos-
related work involving 100 square feet or more of ACMs, to be certified and that certain
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procedures regarding the removal of asbestos be followed. This mitigation shall be subject to the
review and approval of the Building Division.
According to the Department of Substance Control, if paint is not removed from the
building material during demolition (and is not chipping or peeling), the material could be
disposed of as construction debris (a non-hazardous waste). However, if during demolition of
on-site permanent structures, paint is separated from the building material (e.g., chemically or
physically), the paint should be evaluated independently from the building material to determine
its proper management. It is recommended that the landfill operator be contacted in advance to
determine any specific requirements they may have regarding the disposal of LBPs. This
measure shall be subject to the review and approval of the Building Division.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impacts described
above to a level of less than significant impact.
4.8-c
Impact: Conversion of the existing golf course to a public park use may result in a
moderate increase in the amount of petroleum products and/or fertilizers and pesticides at the
proj ect area.
Mitigation: See Mitigation Measure 4.2-c, Hydrology/Storm Drainage.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impacts described
above to a level of less than significant impact.
VISUAL RESOURCES AND AESTHETICS
4.9-a
Impact: Construction of the individual components of the proposed project would create
temporary aesthetic nuisances associated with project construction and grading activities for the
adjacent residential neighborhoods.
Mitigation: The following mitigation shall be subject to the review and approval of the
Planning Division.
1. During project construction, the construction manager shall provide
appropriate screening (such as temporary fencing with opaque material), and visual buffers from
off-site residential land uses,
2. Staging areas shall not be located adjacent to eXIstmg residential uses and
appropriate screening (i.e. temporary fencing with opaque material) shall be used to buffer views
of construction equipment and material.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impacts described
above to a level of less than significant impact.
4.9-b
Impact: Long-term development impacts would alter views of and adjacent to individual
project components (i.e. golf course, out-parcel development, implementation of components
associated with the water recycling work plan).
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Mitigation: The following mitigation shall be subject to the review and approval of the
Planning Division.
1. Prior to issuance of building permits, the applicant shall submit a detailed
Landscape Plan, for review and approval by the City Planning Division. The Landscape Plan
shall, at minimum, address special edge treatments for adjacent off-site areas, and the use of
native vegetation.
2. All landscaping shall be installed in accordance with City standards in
effect at the time of approval of the Landscape Plan.
3. Landscaping shall be consistent throughout the proj ect area in order to
strengthen the visual cohesiveness of the community and provide a harmonious transition
between man-made features and the natural features of the site.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impacts described
above to a level of less than significant impact.
4.9-c
Impact: Conversion of the existing golf course to a passive public park use could
introduce park type activities and facilities to the project area (i.e. hiking, biking, playgrounds,
picnic areas, restrooms, etc.).
Mitigation: Prior to final City approval of a site specific development plan, concept
plan, redevelopment plan or master plan for the future conversion of the existing golf course to a
public park, the project developer shall submit a site plan and environmental documentation
demonstrating that proposed land uses do not introduce or create adverse visual impacts.
Further, adherence to mitigation measures 4.9-a, 4.9-b and 4.9-d or their environmental
equivalent, shall be incorporated into the future park site plan to ensure that all potentially
significant visual and/or aesthetic impacts are reduced to 1ess-than-significant levels. This
mitigation shall be subject to the review and approval of the Planning Division.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impacts described
above to a level of less than significant impact.
4.9-d
Impact: Development of the golf course maintenance facility and clubhouse, the
residential element and the extension of roadways associated with the proposed project would
introduce a new light source into this rural setting.
Mitigation: This following mitigation shall be subject to the review and approval of the
Planning Division.
1. Any lights used to illuminate the golf course maintenance facility,
clubhouse and parking area, driveways, residential units and other exterior or interior areas, shall
be designed and located so that direct lighting is confined to the property. In addition to
directional lighting, lighting should be a minimum intensity (wattage) of one footcand1e or as
otherwise necessary for public safety.
2. Project design shall incorporate additional techniques to reduce light and
glare, such as use of opaque glass instead of reflective glass, and earthtone building materials in
high visibility areas.
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Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impacts described
above to a level of less than significant impact.
ARCHAEOLOGICAL RESOURCES
4.10-a
Impact: (less than significant) The Lucky Hereford Ranch House and Barn lacks
significance, as defined by the guidelines established by federa11aw, 36 CFR 60.6, and therefore
appears to be ineligible for nomination to the National Register of Historic Places ("NRHP").
Mitigation: Since it is ineligible for nomination to the NRHP due to its lack of historical
significance, a recommendation to preserve this site is not incorporated into the project. As
part of the overall cultural resource management plan for the project, however, a qualified
archaeological monitor shall be on-site during demolition and any ground disturbing activities in
or near this property. If previously undiscovered cultural resources are discovered in the course
of this monitoring, construction and/or demolition shall cease in the immediate area until a
remediation plan can be implemented.
In addition, if there is to be demolition on the project site, its structures shall be recorded
through photographic and archival documentation. Photo-documentation should be performed in
a format similar to the standards of the Historical American Buildings Survey on either medium
or large format film. The documentation package shall also include a narrative documenting the
history of the structure and its relationship to associated features.
The combined documentation package should be curated at the San Jose Historical
Museum or other suitable curation facility where the documentation will be available for public
research. This mitigation plan shall be subject to the review and approval of the Planning
Division.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impacts described
above to a level of less than significant impact.
4.10-b
Impact: The Milne property is considered potentially eligible for nomination to the
NRHP. This is based on the presence of a significant concentration of several historic structures
in an intact compound, which exhibits greater significance than its individual structures.
Mitigation: Ground-disturbing activity should be avoided within two hundred feet of the
property line adjacent to the Milne property. If this is not feasible, a qualified archaeological
monitor need be present during any disturbance of the site or surrounding area. If cultural
resources are identified during monitoring, all construction shall cease in that area until a
remediation plan can be implemented.
Structures, landform modification, tree removal, and any other as-yet unidentified
modifications near the property should be kept at least 200 feet from the property line. This
mitigation plan shall be subject to the review and approval of the Engineering and Planning
Division.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impacts described
above to a level of less than significant impact.
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4.10-c
Impact: The bedrock milling station (CA-SCL-805 on the California Archeological Site
Inventory) on the proposed project site is considered to be potentially eligible for the NRHP.
This is based on the distinct characteristics of the feature, the presence of other buried or partially
buried sandstone outcrops in the area, and the prehistoric research potential of the milling station.
Mitigation: Since the CA-SCL-805 site is located near the boundaries of the 15th fairway
and 16th tee of the proposed golf course, a qualified archaeological monitor shall be present
during any ground disturbing activities within proximity of the resource. If previously
undiscovered cultural resources are discovered that are subject to protection by law, disturbances
shall cease until a remediation plan is approved. This mitigation shall be subject to the review
and approval of the Planning Division.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impacts described
above to a level of less than significant impact.
4.10-d
Impact: The project could result in a potential disturbance of unobserved prehistoric or
historic material, particularly subsurface resources in the area of the bedrock milling station.
Mitigation: Following submittal of a final grading plan, a qualified archaeological
consultant shall conduct a field reconnaissance to ensure that design measures are incorporated
into the Project to avoid and/or minimize disturbance in native soil in the area of the bedrock
milling station. If previously undiscovered cultural resources are discovered that are subject to
protection by law, disturbances shall cease until a remediation plan is approved. This mitigation
shall be subject to the review and approval of the Planning Division.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impacts described
above to a level of less than significant impact.
4.10-e
Impact: The historic Chinese cemetery, CA-SCl-403H, located within proximate
vicinity of the proposed water storage tank sites, is considered to be potentially significant, based
on the possibility that the resource may be associated with an event or person of recognized
significance in California or American history and other criteria as provided for in the thresholds
of significance identified in Section 4.10.2 of the EIR.
Mitigation: Due to the presence of possible prehistoric and historic resources in and
adjacent to the project area, it is recommended that a qualified archaeological monitor be made
present during all ground-disturbing activities associated with the proposed water storage tanks.
If cultural resources are identified during monitoring, all construction shall cease until a
remediation plan can be implemented. This mitigation shall be subject to the review and
approval of the Planning Division.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impacts described
above to a level of less than significant impact.
4.10-f
Impact: Three of the four cultural resources identified for the proposed golf course site
and water storage tank sites are also proximate to the existing golf course. These include CA-
SCL-403H, C-1229, and CA-SCL-83. In the case of cultural resource CA-SCL-403H, the
resource is located on the existing golf course site. As no formal park development plans have
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yet been realized or prepared, based on the proximity of these resources to the existing golf
course site, impacts would be considered potentially significant.
Mitigation: Following submittal of a formal site plan for conversion of the existing golf
course to a public park, a qualified archaeological consultant shall conduct a field reconnaissance
to ensure that design measures are incorporated into the site plan to minimize and/or avoid
disturbance to all cultural resources. Additional environmental analysis will be required if
previously undiscovered cultural resources, and/or newly surveyed resources are identified. This
mitigation shall be subject to the review and approval of the Planning Division.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will avoid or substantially lessen the potentially significant environmental impacts described
above to a level of less than significant impact.
PUBLIC SERVICES AND UTILITIES
4.11.1-a,4.11.2-a
Impact: (less than significant) Annexation of the project site and development of the
proposed project (including maximum build-out of the three residential out-parcels and
conversion of the existing golf course to a passive public park use) would increase the demand
for fire and police services in the project area. The Gilroy Fire Department ("GFD" anticipates
an increase in response times that would exceed the Department's goal of five minutes.
However, due to continuing implementation of the mutual aid agreement between Gilroy and
Santa Clara County, the Hecker Pass Fire Station would be able to respond to the project site in
less than five minutes (Gorman 1997). The Gilroy Police Department expects minimally
increased demands for service.
Mitigation: To further reduce less-than-significant impacts, the following mitigation
measures are recommended to minimize all fire protection impacts. These measures shall be
subject to the review and approval of the Fire Department and Planning Division.
1. Prior to project approval, the GFD shall review project site and building
plans as part of the project design process to ensure that adequate fire prevention is available, and
site and building access is available for the emergency response services.
2. The project shall be required to provide adequate fire flows (minimum of
20 pounds per square inch, "psi") and water pressure to the site in order to ensure a water supply
sufficient for fire fighting capabilities (included in the project).
3. Project roadways shall be designed to provide emergency access. Project
roadways shall be no less than 20 feet in width, with no less that 13.5 feet in vertical clearance.
Roadways shall be capable of supporting the emergency vehicle apparatus loads (included in the
project).
4. The proposed residential, golf course clubhouse, and other project
structures shall be constructed in conformance with the Uniform Fire Code. Fire suppression
systems (i.e. fire sprinklers) shall be incorporated into the proposed structures in accordance with
Fire Code standards (included in the project).
5. Additional fire protection measures not presently included in the project
shall include the use of fire-resistant building and roofing materials, and the prohibition of wood
shingles for roofs.
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6. Risk of "wildland" fire shall be reduced in hillside areas by having a
minimum 30 foot setback between residences, garages, and structures. These 30 foot setbacks
shall be landscaped with irrigated plant materials, such as lawn (not included in the project).
7. The project shall be required to provide specific fire and medical
emergency improvements that would be necessary for the GFD to maintain adequate emergency
protection, including appropriate fire safety and emergency medical access improvements in the
proposed project plans. Fire flow is required to be delivered with a residual pressure of no less
than 20 psi.
8. The project applicant/property owner of the residential out-parcels shall be
required to pay the then applicable public safety fee (currently set at $4,570 per acre) which is
required of all new developments. This fee is divided between police and fire departments to
meet additional capital costs resulting from service demands caused by new development. It is
estimated that future development of the residential out-parcels would generate approximately
$213,145 in public safety fees. It is anticipated that this revenue would provide adequate funding
for the increase in police services provided to the site.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will further lessen the 1ess-than-significant environmental impacts described above.
4.11.3-a
Impact: Bui1dout of the project site, including maximum build-out associated with
future development of the three residential out-parcels, would add to enrollment within the
Gilroy Unified School District (GUSD), whose schools are currently full or overcrowded.
Additional students generated by the proposed project would result in a demand for additional
space to accommodate these new students.
Mitigation:
1. The project applicant/property owner of the residential out-parcels shall be
required to pay the applicable school impact fee in effect at the time of development pursuant to
State law. This school impact fee is anticipated to provide for a portion of the needed funding of
the Gilroy Unified School District and does not offset the capacity impacts created by new
development.
2. When the project applicant/property owner of the residential out-parcels
submits a formal application for development, he shall consult with the School District to
determine the extent of mitigation required to mitigate his actual project impacts, and enter into a
school mitigation agreement with the Gilroy Unified School District to mitigate those impacts.
This would result in a maximum fee payment of $4.00 per square foot for single-family
residences or $3.20 per square foot for multi-family residences, up to a maximum of $7,200 per
new home. This funding would allow the GUSD to add space to accommodate students
generated by the project.
3. Project roadways shall be designed to provide adequate access for full size
school buses and safe pick-up locations shall be included, where appropriate.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will further lessen the 1ess-than-significant environmental impacts described above.
4.11.5-a
Impact: The proposed project would increase the demand for water, and would require
improvements to the existing water and recycled water distribution systems in the site vicinity.
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Mitigation:
1. The proposed project including future development of the residential out-
parcels, shall incorporate water conservation measures into the design of the proposed facilities.
All planned modifications or improvements to the existing water distribution system to serve the
project shall be constructed in a manner that shall ensure adequate long-term water distribution
and fire flow to the project site. This shall be subject to the review and approval of the Building
and Engineering Divisions. The water conservation measures to be shown on the plans and
implemented by the applicant shall include the following:
*
*
Use of low-flow sprinkler heads in irrigation systems.
Low-flow fittings, fixtures, and equipment, including low flush toilets and urinals.
Use of recycled water for irrigation.
Use of efficient irrigation systems such as drip irrigation and automatic systems
which use moisture sensors.
Use of water-conserving landscape plant materials wherever feasible.
The existing lines in the project vicinity shall be extended to the project site, as
necessary, in a manner that ensures that an adequate water distribution system is
available to serve the project.
Water line extensions shall be designed in accordance with the City of Gilroy and
Santa Clara Valley Water District ("SCVWD") design standards.
*
*
*
*
*
2. All modifications and improvements planned for the water distribution
system shall be constructed in a manner consistent with the City's and SCVWD's standard
specifications
This measure shall include extension (l0" and/or 12" lines) of water services from the
City's water system to the project site, and compliance with the Uniform Fire Code fire flow
requirements, and shall be subject to the review and approval of the Engineering Division.
3. Retrofitting to the recycled water distribution system shall include detailed
engineered investigations to identify on-site improvements necessary to accommodate the
proposed irrigation system. A coverage test will be required for the recycled water irrigation
system to ensure that overspray, ponding and runoff is controlled. This mitigation shall be
subject to the review and approval of the Engineering Division.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will further lessen the 1ess-than-significant environmental impacts described above.
4.11.6-a
Impact: The proposed project (including future development of the three residential out-
parcels) would generate an increase in wastewater flows that would be discharged into the
existing sanitary sewer system and may require improvements to the existing sanitary sewer
system.
Mitigation:
1. The timing and location of new development for the residential out-parcels
shall be managed according to the ability of Gilroy's sewer treatment facility to accommodate
the effluent generated by the proposed development. The developer shall be required to pay fees
to offset the costs of expanding the sewer system improvements required to accommodate their
development. These fees shall be paid on a proportional basis in relation to the capacity
demanded. This mitigation shall be subject to the review and approval of the Engineering
Division.
2. The developer shall be required to pay City fees for sewer improvements,
and may be required to install or pay for pipeline oversizing in the adjacent public street to
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accommodate adequate flow from the project site. Pursuant to the City's standard
reimbursement arrangements, the developer will be entitled to compensation when additional
development occurs utilizing those improvements. The reimbursement agreement and pipeline
plans shall be subject to the review and approval of the Engineering Division.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will further lessen the less-than-significant environmental impacts described above.
CUMULATIVE IMPACTS
TRAFFIC AND CIRCULATION
Impact: Under the existing plus project plus cumulative growth traffic scenario, the
Mantelli Drive/Santa Teresa Boulevard intersection is forecast to operate at an unacceptable LOS
for the Weekday p.m. and Weekend mid-day peak hours. The First Street/Santa Teresa
Boulevard and First StreetlMonterey Street, intersections are forecast to operate at a worse LOS
during the weekend mid-day peak hour than during the a.m. or p.m. weekday peak hours. The
cumulative growth traffic scenario warrants signalization at the Burchell RoadlHecker Pass
Highway Intersection.
Mitigation:
*
Mantelli Drive/Santa Teresa Boulevard - signalize the intersection and add an
eastbound free right turn lane on Mantelli Drive to southbound Santa Teresa
Boulevard.
First Street/Monterey Street - add a second eastbound left-turn lane on First Street
to northbound Monterey Street.
First Street/Santa Teresa Boulevard - add a second southbound left turn lane on
Santa Teresa Boulevard to eastbound First Street and add a second northbound
through lane on Santa Teresa Boulevard through the intersection.
Burchell RoadlHecker Pass Highway - signalize the intersection.
*
*
*
Prior to the issuance of the first building permit for each of the cumulative projects, the
City Engineer shall determine the improvements required to be designed, constructed, and
funded among those improvements identified above based on monitoring the LOS of the
intersections. The monitoring will determine whether the intersections actually become deficient
as build-out of City-approved projects occurs, and if the identified improvements are still
applicable at the time the deficiencies occur. Currently, all the intersections are operating at an
acceptable LOS C or better, and will not be improved until they measurably operate at a level
worse than LOS C. The costs of these improvements shall be borne by the cumulative project
applicant through payment of the traffic impact fees adopted by the City of Gilroy.
Implementation of the above recommended improvements will achieve the City of Gilroy
goal of LOS C or better at all study intersections for the existing plus proposed plus cumulative
growth traffic scenario during all three peak hours. These improvements are required to
accommodate traffic forecast to be generated by projects previously approved by the City
through the Year 2000.
Finding: As explained above, the mitigation measures are incorporated into the Project
and will further lessen the 1ess-than-significant environmental impacts described above.
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AIR QUALITY
Impact: Project generated emissions were not anticipated in local or regional air quality
and growth management plans and would therefore result in a significant cumulative impact for
03, CO and PMIO,
Mitigation: No mitigation measures are available or feasible for this impact.
Finding: This impact is an unavoidable significant impact. See Statement of Overriding
Considerations below.
NOISE
Impact: Because of the existing low traffic volumes, project plus cumulative traffic
would result in an increase in noise level of 5.87 to 6.67 Ldn along Burchell Road, Country
Drive and Bluebell Drive.
Mitigation: See Mitigation Measure 4.6-c.
Finding: This impact may result in an avoidable significant effect. See Statement of
Overriding Considerations below.
II. FINDINGS CONCERNING ALTERNATIVES
A. NO-PROJECT/NO-DEVELOPMENT ALTERNATIVE
1. Description of Alternative: The No-ProjectIN0-Deve10pment Alternative
assumes that the proposed Gilroy Golf Course and associated entitlement
actions, including the General Plan Amendment, Zoning Map
Amendment, 20- Y ear Planning Area Amendment, Urban Services Area
Amendment, annexation into the City's boundaries, and ultimate
conversion of the existing golf course site into a public park, would not be
implemented. Additionally, this alternative assumes that existing land uses
on the project site would remain unchanged, and as such, would remain an
active cattle ranch.
2. Comparison to Project:
a) Earth Resources/Geotechnical. Because of the area's location in
a seismically active region, there would remain a significant
potential for damage of onsite structures from ground shaking.
Compared to the proposed project and associated entitlement
actions, the potential impact from ground shaking under this
alternative would be less, as fewer built structures would occupy
the land. All other earth resource related impacts would be reduced
as well since no new construction would take place on-site. Under
this alternative, improvements to the onsite dam would not be
constructed, thus risk of dam failure and continued decomposition
and erosion of the existing dam spillway would be greater under
this alternative than with the proposed project.
b) HydrologylDrainage. As compared to the proposed proj ect, this
alternative would result in continued and potentially greater off-
site impacts to adjacent residential uses.
c) Land Use. No impact.
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d) Transportation/Circulation. Traffic impacts would be less than
those associated with development of the proposed golf course.
Potentially significant impacts along Burchell Road would be
avoided.
e) Air Quality. Compared to the proposed project, air quality impacts
would be reduced
f) Noise. Short- and long-term noise impacts generated by the
introduction of additional traffic, deliveries and operational use of
the proposed project.
g) Biological Resources. Potentially significant and 1ess-than-
significant impacts to riparian and wetland resources would be
avoided with implementation of the this alternative. However, the
potential benefits associated with enhancement and revitalization
of on-site riparian vegetation would be eliminated.
h) Hazardous Materials. Implementation of the this alternative
would result in similar physical effects as those that could be
expected with implementation of the proposed project
i) Visual Resources and Aesthetics. The this alternative would not
result in development of golf course or future residential uses, and
as such, the topography of the site, onsite and surrounding
vegetation, and existing view corridors would not be modified
from their existing state. Aesthetic improvements associated with
development of the site, including a comprehensive landscape
program, greenery throughout the year and
revegetation/enhancement of native species would not be realized
by this alternative. Potentially significant ground-level views of the
proposed water tanks on the existing golf course site would be
delayed indefinitely (although not avoided).
j) Archaeological Resources. Potentially significant impacts
generated by implementation of the proposed project would be
avoided.
k) Public Services and Utilities. Potentially significant impacts
generated by implementation of the proposed project would be
avoided.
B. NO-PROJECT/EXISTING GENERAL PLAN DESIGNATION
1. Description of Alternative: The No-Project/Existing General Plan
Designation Alternative assumes that the proposed Gilroy Golf Course
Project and associated development actions would not be implemented and
that operation of the existing cattle ranch would continue. Under this
alternative, the property could be revitalized as a productive agricultural
use. Residential development is not part of this scenario.
2. Comparison to Project:
a) Earth Resources/Geotechnical. Because of the area's location in
a seismically active region, there would remain a significant
potential for damage of onsite structures from ground shaking.
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Compared to the proposed project and associated entitlement
actions, the potential impact from ground shaking under this
alternative would be less, as fewer built structures would occupy
the land. All other earth resource related impacts would be reduced
as well since no new construction would take place on-site. Under
this alternative, improvements to the onsite dam would not be
constructed; thus risk of dam failure and continued decomposition
and erosion of the existing dam spillway would be greater under
this alternative than with the proposed project.
b) Hydrology/Drainage. As compared to the proposed project, this
alternative would result in continued and potentially greater off-
site impacts to adjacent residential uses. Existing water quality
conditions would continue, or perhaps worsen under this
alternative if new agricultural uses are introduced.
c) Land Use. No impact.
d) Transportation/Circulation. Traffic impacts would be less than
those associated with development of the proposed golf course.
Potentially significant impacts along Burchell Road would be
avoided with implementation of this alternative. Proposed
improvements to Burchell Road would also be eliminated under
this alternative.
e) Air Quality. Compared to the proposed project, air quality impacts
would be reduced. However, should the site be converted to a
productive agricultural use, long term stationary source impacts on
air quality would potentially increase due to the operational
practices associated with cultivating, fertilizing and maintaining
effective crop production.
f) Noise. Short- and long-term noise impacts generated by the
introduction of additional traffic, deliveries and operational use of
the proposed project would be avoided under this alternative.
g) Biological Resources. Potentially significant and less-than-
significant impacts to riparian and wetland resources would be
avoided with implementation of this alternative. However, the
potential benefits associated with enhancement and revitalization
of on-site riparian vegetation would be eliminated.
h) Hazardous Materials. Implementation of the this alternative
would result in similar physical effects as those that could be
expected with implementation ofthe proposed project
i) Visual Resources and Aesthetics. This alternative would not
result in development of golf course or future residential uses, and
as such, the topography of the site, onsite and surrounding
vegetation, and existing view corridors would not be modified
from their existing state. Aesthetic improvements associated with
development of the site, including a comprehensive landscape
program, greenery throughout the year and
revegetation/enhancement of native species would not be realized
by this alternative. Potentially significant ground-level views ofthe
proposed water tanks on the existing golf course site would be
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delayed indefinitely (although not avoided). If an attempt were
made to transition the site from its current cattle-ranching use to
agriculturally productive crop use, the potential for significant
removal of onsite native species and alteration of the existing
landform to accommodate row crops would be anticipated to be
substantial and significant.
j) Archaeological Resources. Potentially significant impacts
generated by implementation of the proposed project would be
avoided under this alternative. However, should the property owner
determine that a future transition from cattle-grazing use to
agriculturally productive row crops is feasible, potentially
significant impacts to archaeological resources and cultural
resources would be anticipated, and would be similar to those
anticipated with project development.
k) Public Services and Utilities. Potentially significant impacts
generated by implementation of the proposed project would
generally be avoided under this alternative, with the caveat that if
the site were transitioned to an agriculturally productive use,
reliance on groundwater extraction (via well pumping) to irrigate
agricultural fields would likely continue at a rate higher than the
current extraction rate, thereby contributing to the depletion of
groundwater basin levels.
C. ALTERNATIVE DESIGN
1. Description of Alternative: The modified project design alternative, or
"Alternative Design" features relatively the same amount of acreage for
the proposed golf course, but would require use of additional acreage from
the existing golf course property, as well as acquisition of right-of-way
from the adjacent owners of the Country Estates and Hoey Ranch
developments in order to construct a new and primary access road
designed to avoid the Burchell Road/Hecker Pass intersection. The
alternative access would commence slightly east of the intersection of
Hecker Pass (Highway 152) and Two Oaks Lane, extend north and
northwest through the existing golf course, and connect to Burchell Road
in the proximate location of the intersection of Burchell RoadIB1uebell
Drive. From the Burchell RoadIBluebell Drive intersection, primary
access would continue along Burchell Road to the proposed entry to the
golf course
2. Comparison to Project:
a) Earth Resources/Geotechnical. Under this alternative,
substantially extensive changes in existing topography would be
required to grade and construct the proposed roadway. Seismically
induced ground failure would be anticipated to be greater as lurch
cracking, ground cracking, liquefaction and seismically induced
1ands1iding would affect the hillside locations associated with
placement of the roadway. Erosion associated with changing land
contours (by grading) and exposing erodible soils would result in
higher concentrations of runoff and potential harm to downstream
aquatic habitat.
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b) Hydrology/Drainage. Generally similar impacts to the proposed
project, although this alternative would result in a substantial
increase in area-wide impervious surface coverage.
c) Land Use. Land use policy impacts under this alternative would
be similar to those of the proposed project, although this alternative
largely avoids further traffic conflicts, disruption, and disturbance
to existing residences located along Burchell Road.
d) Transportation/Circulation. This Alternative does reduce traffic
that is of concern to the residents on Burchell Road. However, it
would not measurably improve the LOS at the Burchell
RoadIBluebell Drive intersection or at the Burchell RoadlHecker
Pass Highway intersection, nor would it cause a change in LOS at
the study intersection from existing LOS or existing plus proposed
project LOS baseline conditions.
e) Air Quality. Air Quality impacts would be anticipated to be
similar to that of the proposed project, and are not anticipated to
result in significant impacts.
f) Noise. Short-term noise impacts generated during construction
would be greater than those associated with the proposed project
due to the additional length of time required to construct a new
roadway. However, long-term noise impacts generated by
vehicular traffic would be minimized for residences located
adjacent to Burchell Road.
g) Biological Resources. Impacts on biological resources would be
substantially greater under this alternative than with the proposed
project. Unlike the proposed project, which would require upgrades
to an existing roadway, this alternative would potentially impact
existing habitats and associated wildlife species through
introduction, construction and operation of a new roadway. This
includes potential impacts to several potentially "significant trees"
and a potential USACE jurisdictional waters of the U.S. (pond).
Special status wildlife species associated with these resources
could also be impacted under this alternative. Additional
mitigation measures would be required the reduce impacts to a
level considered less-than significant.
h) Hazardous Materials. Implementation of the this alternative
would result in similar physical effects as those that could be
expected with implementation of the proposed project.
i) Visual Resources and Aesthetics. Implementation of this
alternative would reduce potentially significant impacts associated
with an increase in light and glare from passing motorists and
would reduce visual impacts associated with increased traffic
congestion on rural roadways. This alternative, however, would
introduce a new roadway in an area predominantly characterized
by rolling hills, winter grass and native oak trees. The roadway
would likely be visible from off-site locations due to the
topographic requirements associated with the roadways placement.
The alternative access road would permanently alter the visual
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character associated with the existing aesthetic resources inherent
to the site.
j) Archaeological Resources. Impacts associated with
archaeological, cultural and/or historic resources would remain
potentially significant under this alternative.
k) Public Services and Utilities. No additional impacts to public
services would result from implementation of this alternative, and
in fact, the provision of an alternative access through the existing
golf course to the proposed project site would assist fire protection
services by creating a second primary access to the subject
property. However, impacts to public utilities would be
substantially greater as water, sewer and dry utilities would need to
be extended from their current terminus locations up through the
existing golf course site to the proposed golf course site.
D. ALTERNATIVE SITE LOCATION
1. Description of Alternative: The alternative site location, as shown on
Exhibit 7-2 of the DEIR, is made up of approximately eight (8) parcels
within the City of Gilroy, totaling 234 acres. Control of the subject
parcels is under single ownership. Although preliminary discussions
regarding future residential development of this site have occurred, the
property owner has not submitted a formal application for development.
The site is designated on the City's General Plan Map for Low Density
Residential, Medium Density Residential and Elementary School site use.
Existing uses onsite are predominantly undeveloped, rural open space. A
few remnant barn and other agricultural support uses are present onsite
2. Comparison to Project:
a) Earth Resources/Geotechnical. Because of the alternative site's
location in a seismically active region, there would remain a
significant potential for damage from ground shaking. The
potential impact from ground shaking would be similar to that of
the proposed project. As the site is relatively hilly, it is anticipated
that site preparation, grading, and erosion impacts would be
slightly greater than that of the proposed project, because more
topographical alterations would be necessary to create a golf
course.
b) Hydrology/Drainage. The alternative site is located adjacent to
the Uvas Creek Preserve and Christmas Hill Park. Impacts caused
by the introduction of impervious surfaces as well as impacts
generated by the modification and/or disruption of existing onsite
and riparian drainages would be anticipated to be greater than those
associated with implementation of the proposed project.
c) Land Use. Given the alternative site's location adjacent to a
private open space reserve, land use compatibility impacts
(particularly with respect to the safety of those who utilize the
pedestrian trails along the Uvas Creek Preserve) would be
generally greater than those associated with the proposed project.
However, since the alternative site is already located within the
City's General Plan Area, Urban Service Area and 20-Year
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Planning Area, potentially significant impacts to the City's adopted
land use and environmental policies would be avoided under this
alternative.
d) Transportation/Circulation. Implementation of this alternative
would reduce land use compatibility impacts associated with the
increase in project-generated traffic and/or distribution of project-
related traffic adj acent to a presently rural residential area. Trip-
generation impacts would be similar to the proposed project. Site
access impacts would be expected to be similar to and/or
marginally less than the proposed project, as traffic would typically
access the site from Santa Teresa Boulevard via Hecker Pass
Highway.
e) Air Quality. Air Quality impacts would be anticipated to be
similar to that of the proposed project, and are not anticipated to
result in significant impacts.
f) Noise. Noise impacts would be anticipated to be similar to, or
marginally less than, those anticipated with the proposed project.
g) Biological Resources. Given the site's relative rich biological
resource base, as well as its location adjacent to Uvas Creek and an
existing open space preserve, potentially significant impacts to
biological resources would be anticipated to be greater than those
associated with implementation of the proposed project. There are
several intermittent and seasonal drainages present on the
alternative site, and due to the topography of the site, impacts to
special-status species and habitats in and within the drainage would
be expected to be greater than with implementation of the proposed
project
h) Hazardous Materials. Given the site's prior agricultural uses, it is
anticipated that construction of the golf course on the alternative
site could disturb existing contamination or expose workers to
hazards from potential soil contamination that may exist on those
parcels. The potential significance of this impact however, would
be similar to the potential asbestos impact generated by the
proposed proj ect.
i) Visual Resources and Aesthetics. As the proposed roadway
would result in construction of new infrastructure within a hillside
area, greater off-site visual impacts would occur as compared to
the proposed project (which would rely on the use of existing
infrastructure) ,
j) Archaeological Resources. Implementation of this alternative
could result in the disruption of, or impact to, several
archaeological, cultural or historical resources. This potentially
significant impact would be marginally greater than that of the
proposed project.
k) Public Services and Utilities. Public services and utilities impacts
would generally be reduced under this alternative, as the alternative
site is already within the City's Urban Service Area. Compared to
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the proposed project, this alternative would result in fewer
potentially significant impacts on public services and utilities.
E. EXISTING GOLF COURSE: MODIFIED USE ALTERNATIVE
1. Description of Alternative: Under this alternative, and in concert with
the proposed golf course, the existing golf course would be reconfigured
and moderately upgraded to accommodate an 18-hole, Par 3 Golf Course.
This course would be designed for beginners and would be complementary
to the first-class golfing facilities contemplated for the proposed new golf
course. Implementation of this alternative assumes approval and
subsequent implementation of the proposed golf course project. Isolated
implementation of this alternative would not, nor could not feasibly occur.
2. Comparison to Project:
a) Earth Resources/Geotechnical. Under this alternative, earth
resources impacts would be similar to or marginally less than those
described under the proposed project.
b) Hydrology/Drainage. Implementation of this alternative would
likely result in minor upgrades to the irrigation/drainage system on
the existing golf course site, thereby reducing existing offside
stormwater runoff. All other impacts would be similar to those
described under the proposed project, and would require mitigation
measures similar to those required of the proposed project.
c) Land Use. Existing land uses applicable to the existing golf course
site would remain. No change in land use or intensity of land use
would occur under this alternative. All other impacts associated
with the proposed golf course site would be similar to those
described under the proposed project.
d) Transportation/Circulation. Traffic impacts associated with
reconditioning the proposed project are accounted for under the
baseline conditions analysis for the existing golf course. Since no
change would occur in the site's use, and there would be no
increase in site acreage, site square footage, or intensity of golf
course use, no new impacts would result.
e) Air Quality. Impacts associated with reconditioning the existing
golf course would be marginally less than those associated with the
proposed project, as no new construction would occur, rather
moderate refurbishing of existing structures would occur as
needed.
f) Noise. Construction noise could be moderately reduced under this
existing golf course alternative, as only minor construction
activities are envisioned to modernize existing facilities.
g) Biological Resources. Compared to the proposed project, no new
biological impacts would be introduced by this alternative.
h) Hazardous Materials. Impacts associated with the reconditioning
and revitalization of structures on the existing golf course site
would be similar to those identified for the proposed project.
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i) Visual Resources and Aesthetics. Compared to the proposed
project, no new potentially significant and/or significant impacts
would occur under this alternative.
j) Archaeological Resources. Compared to the proposed project, no
new impacts would occur under this alternative.
k) Public Services and Utilities. Compared to the proposed project,
no new impacts to public services and utilities would be
anticipated.
F. ANALYSIS OF ALTERNATIVES
CEQA requires that an Environmentally Superior Alternative be identified; that is, an alternative
that would result in the fewest or least significant environmental impacts. The No-Project/No-
Development Alternative would reduce project-related impacts associated with implementation
of the proposed golf course, but would not provide the potential project benefits associated with
improvements to the onsite dam, provision of a subsurface drainage system, reduction in flood
risks during storm events and/or enhancement/revitalization of riparian and wetland habitat.
Some environmental effects, such as groundwater quality, surface water quality, and flooding
could be greater under this alternative, as no infrastructure improvements to the site would be
made.
The No-Project/Existing General Plan Designation Alternative could result in new adverse
impacts if the agricultural use of the site is revitalized to a productive cultivated agricultural use.
Given the historic use of the site, as well as soil suitability, it is unlikely that the site would
become a productive or commercially viable agricultural use. Both of the No-Project
Alternatives could result in fewer new significant environmental impacts than would the
proposed project, however, neither would satisfy the projects chief objectives.
The No Project Alternatives are environmentally superior to the proposed project. CEQA
requires that in such a case the City must designate among the other alternatives studied
(including the proposed project), which one is environmentally superior. For the reasons stated
below, the City concludes that among the alternatives other than the No-Project Alternatives, the
proposed project is actually the environmentally superior alternative.
The Alternative Site is not environmentally superior to any of the project alternatives because it
would create impacts similar to or more adverse than the proposed project. Although most of the
City's objectives could be achieved, the site is not available for acquisition or control by the
project applicant.
The Alternative Design is the most environmentally superior of the alternatives to the proposed
project analyzed in the EIR. This alternative would have similar impacts to land use policy, land
use consistency, hazardous materials and archaeological resources, but would result in additional
and/or substantially greater impacts to biological resources, earth resources (cut and fill), erosion,
and public services and utilities (extension of major infrastructure). Implementation of this
alternative would, however, result in reduced long-term land use compatibility impacts due to
increases in traffic generation, vehicular noise, and light and glare. Nonetheless, this alternative
is not capable of eliminating or minimizing any of the significant effects, nor will it reduce the
level of significance (based on the thresholds identified within this EIR) of any of the identified
environmental impacts. Short-term (24-month) construction related impacts would be
substantially greater than those associated with the proposed project. This alternative would in
effect, introduce new potentially significant impacts without reducing the level of significance of
the identified environmental impacts.
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This alternative would, however, provide the public benefit associated with the intent of the
City's objectives to (a) enhance visitor-serving recreational uses in the City by providing a
catalyst for further economic development within the City (including facilitating the creation of a
public access route from Hecker Pass through the proposed public park to the proposed golf
course); (b) create a first-class, 18-ho1e municipal golf course, utilizing land that is intrinsically
suited based on topography and natural site features; and, ( c) serve and meet the demands of an
ever-increasing golfing public.
However, implementation of this alternative could potentially limit the City's design flexibility
in determining an appropriate range of passive public uses, including retention of the existing
golf course as a public golf course. As discussed in the EIR, a portion of this alternative would
require right-of-way acquisition of land that the City does not presently own or control, and thus,
the feasibility of this alternative is substantially hampered by and contingent upon, a
collaborative negotiation process and subsequent acquisition of the required right-of-way from
the adjacent land owners.
Based on the reasons stated above, the proposed project itself is actually the environmentally
superior alternative because none of the other alternatives (excluding the No Project
Alternatives) avoids potentially significant impacts (as defined by the thresholds presented
herein) associated with the project.
Accordingly, the City chooses the proposed project as its project. The proposed project is
environmentally superior to the other alternatives studied that are capable of reasonably
achieving the City's objectives for this project. With the mitigations to be adopted as part of the
approval, the City believes that the proposed project is the environmentally most responsible
choice in order reasonably to satisfy the City's objectives and to confer the benefits of the project
upon the residents ofthe City.
III. STATEMENT OF OVERRIDING CONSIDERATIONS
CEQA requires that the City Council balance the benefits of the Project against its
unavoidable environmental risks in determining whether to approve the Project. The City
Council acknowledges that the Project analyzed in conjunction with other approved projects will
result in one significant unavoidable cumulative impact, a deterioration in air quality. See
Impact 5.5, and Section 5.5 of the Final EIR. In addition, two significant unavoidable impacts
could potentially occur, a noise impact resulting from the Project, and a cumulative noise impact
resulting from the Project analyzed in conjunction with other approved projects. See Project
Impact 4.6-c and Section 4.6 of the Final EIR, and cumulative Impact 5.6 and Section 5,6 of the
Final EIR. These impacts will become unavoidable if the proposed mitigation, a six-foot
landscaped berm, decorative masonary sound wall or environmentally equivalent noise
attenuating measure which would lessen the impacts to a level of non-significance, is not
constructed and/or implemented along Burchell Road, Country Drive and Bluebell Drive at
existing residential locations for the reasons described under Impact 4.6-c and in the Final EIR.
The City Council hereby finds that the benefits of the proposed project nonetheless
outweigh these potential unavoidable significant environmental impacts, and considers these
impacts acceptable for the following reasons:
1. The deterioration of air quality, a cumulative impact, could only be partially
mitigated by scaling down the proposed development as an alternative to the Project, and even
then not to a level of insignificance. Of the identified alternatives, only the no-project alternative
would reduce the impact to a level of insignificance.
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2. Since the air quality impact results from the fact that the City's general plan and
therefore the Bay Area Air Quality Management District's air quality plans do not take into
consideration development of this site in the City, any proposed project suitable for development
in the City will likely also result in an unavoidable cumulative impact on air quality. Similarly,
even though this Project does not exceed City noise policy criteria, because of the Project's rural
setting, any development on the site would likely result in a significant noise impact. In
addition, the affected residents believe that the mitigation necessary to reduce Project and
cumulative noise levels to a level of insignificance may impose constraints on their environment
that are unacceptable. Therefore, imposition of any of the proposed mitigation measures will be
undertaken only after consultation with those affected by the impact.
3. The City will realize specific and significant social, economic and other benefits
from the approval and development ofthe Project as follows:
*
increasing the variety and quality of recreational uses in the City;
*
providing Gilroy residents with a first class 18-ho1e public golf course;
*
meeting the demand for golfing facilities in the broader geographic area;
*
generating jobs, increased revenues and recreation opportunities in the City from
golf course operations over and above those generated by the existing 9-hole golf
course now operated by the City; providing a visitor serving recreational use that
will advance Gilroy's appeal as a regional destination, which in turn will spur
further economic development within the City and South Santa Clara County,
providing jobs for Gilroy residents; and
*
acquisition of approximately 218 acres of real property at a price substantially
below appraised value, resulting in a significant economic benefit to the City and
to the taxpayers, and one which is essential to the City's ability to develop a first
class 18 hole public golf course.
Denying the project or adopting the no-project alternative would prevent the City, its
residents and the general public from realizing these substantial benefits.
PASSED AND ADOPTED this 4th day of August, 1997 by the following vote:
AYES: COUNCILMEMBERS:
MORALES, ROWLISON, SPRINGER, VALDEZ,
GILROY
NOES: COUNCILMEMBERS:
NONE
ABSENT: COUNCILMEMBERS: ROGERS
APPROVED:
n~~~~
K.A. MIKE GILROY, ,
MAYORPROTEM
ATTEST:
~eJ~
RHONDA PELLIN, City Clerk
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.
I, RHONDA PELLIN, City Clerk of the City of Gilroy, do hereby certify that the attached
Resolution No. 97-47 is an original resolution, duly adopted by the Council of the City of Gilroy
at a regular meeting of said Council held on the 4th day of August, 1997, at which meeting a
quorum was present.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the Official Seal of
the City of Gilroy this 13th day of August, 1997.
~~
City Clerk of the City of Gilroy
(Seal)