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SU0007861
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SU0007861
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Entry Properties
Last modified
1/6/2020 11:37:03 AM
Creation date
9/4/2019 10:03:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0007861
PE
2675
FACILITY_NAME
PA-0800105
STREET_NUMBER
9999
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
APN
20106003
ENTERED_DATE
8/11/2009 12:00:00 AM
SITE_LOCATION
9999 S AUSTIN RD
RECEIVED_DATE
7/24/2009 12:00:00 AM
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\A\AUSTIN\9999\EIR PA-0800105\NOP.PDF
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EHD - Public
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r r t r r __, r r r r r r r r I <br /> Draft Supplemental Environmental Impact Report Page 11-21 <br /> Forward Inc.Landfill 2014 Expansion Project <br /> landfill may be affected <br /> by the VOC- <br /> contaminated <br /> groundwater plume. <br /> E.B.Emissions of air Less than Significant. None required. Less than <br /> toxics could pose a risk Significant <br /> to human health. <br /> F.HYDROLOGY AND <br /> WATER QUALITY <br /> F.1.If rainfall runoff was Proposed as Part of the Project. Less than <br /> not properly controlled, Significant <br /> surface water bodies An updated JTD by the applicant would be completed to include a permit- <br /> could become level drainage study for the proposed expansion. The drainage study would <br /> contaminated through utilize San Joaquin County local rainfall data, and the Rational Method to <br /> contact with the landfill estimate maximum potential runoff from a 1,000-year,24-hour storm event. <br /> refuse. The surface water control system and drainage control structures for the <br /> proposed project would be sized to accommodate the calculated peak flows. <br /> • As part of the design plans for the proposed landfill,Forward would <br /> complete permit-level calculations of the 1000-year, 24-hour storm event <br /> peak discharges. The hydraulic and drainage study would be used to design <br /> appropriate drainage controls. Drainage controls would be designed to <br /> prevent contact between surface water and refuse. Site run-on and run-off <br /> control facilities consist of drains and perimeter ditches that channel surface <br /> water to holding and evaporation ponds on the site. The surface-water <br /> collection drain system would be designed to divert the water to the onsite <br /> sedimentation basins. All waste at the proposed Forward Landfill would be <br /> separated from the north and south branches of Littlejohns Creek by a levee <br /> system or other acceptable method designed to protect the site from a 100- <br /> year flood event. <br /> • The project includes channel reconfiguration and localized flood protection <br />
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