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ARCHIVED REPORTS_DRAFT ENVIRONMENTAL IMPACT REPORT
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ARCHIVED REPORTS_DRAFT ENVIRONMENTAL IMPACT REPORT
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Last modified
7/23/2020 5:02:58 PM
Creation date
7/23/2020 4:33:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
DRAFT ENVIRONMENTAL IMPACT REPORT
RECORD_ID
PR0506303
PE
2965
FACILITY_ID
FA0001086
FACILITY_NAME
MANTECA PUBLIC WORKS
STREET_NUMBER
2450
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
24130050
CURRENT_STATUS
01
SITE_LOCATION
2450 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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M m <br /> D Table 2-2 <br /> Summary of Impacts and Mitigation Measures <br /> C„ Significance Significance <br /> 3 Impacts Before Mitigation Measures After <br /> v <br /> Mitigation Mitigation <br /> measures are deemed insufficient,the geotechnical engineer <br /> shall prepare supplemental site-specific geotechnical report(s) <br /> with appropriate recommendations sufficient to ensure the safety <br /> of project structures and site occupants.These measures could <br /> include,but are not limited to,the construction of deep <br /> foundations,installation of driven piles,and extra reinforcement <br /> of foundation slabs.At a minimum,these measures shall <br /> demonstrate that the proposed project design would meet CBC <br /> and City design standards. <br /> b. During project design and construction,all measures outlined in <br /> project geotechnical reports for the proposed project and,if <br /> necessary,measures included in the supplemental site-specific <br /> geotechnical report(s)shall be implemented to ensure that <br /> project structures and site occupants would be safe during <br /> seismic events. <br /> N <br /> c. The on-site soils will likely be saturated by rainfall in the winter <br /> and early spring months.If the construction schedule requires <br /> continued work during the wet months,the City shall consult <br /> with a qualified civil engineer and implement any additional <br /> recommendations provided,as conditions warrant. <br /> 4.7-3: Construction-Related Erosion Hazards.Based on soil PS 4.7-3:Construction-Related Erosion Hazards. LTS <br /> types and topography,excavation,movement,and grading of ► A grading and erosion control plan shall be prepared by a <br /> p soil could result in erosion during project construction, California Registered Civil Engineer prior to issuance of any <br /> T particularly during periods of strong winds.This impact is <br /> Q grading permits.The <br /> plan shall be consistent with the CBC <br /> considered potentially significant. <br /> grading requirements and shall include the site-specific grading <br /> o required for new construction.The City shall ensure that the <br /> CD construction contractor is responsible for securing a source of <br /> o transportation and deposition of excavated materials. <br /> .� ► BMPs for erosion and siltation prevention,as further described in <br /> Section 4.9,"Hydrology and Water Quality,"of this Draft EIR, <br /> will be implemented at proposed project areas during all <br /> 0 CO construction activities.The City will consult with the Central <br /> oValley Regional Water Quality Control Board to acquire the <br /> appropriate regulatory approvals that may be necessary to obtain <br /> Cn Section 401 water quality certification,State Water Board <br /> vstatewide NPDES stormwater permit for general construction <br /> LTS=Less than Significant S=Significant PS=Potentially Significant SU=Significant and Unavoidable <br />
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