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SU0011836
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SU0011836
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Last modified
12/18/2023 10:35:38 AM
Creation date
9/4/2019 10:04:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0011836
PE
2656
FACILITY_NAME
PA-1800090
STREET_NUMBER
9999
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336-
APN
20106003, -05, 18115007, -16
ENTERED_DATE
6/26/2018 12:00:00 AM
SITE_LOCATION
9999 S AUSTIN RD
RECEIVED_DATE
8/15/2023 12:00:00 AM
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\gmartinez
Supplemental fields
FilePath
\MIGRATIONS\A\AUSTIN\9999\PA-1800090\SU0011836\APPL.PDF \MIGRATIONS\A\AUSTIN\9999\PA-1800090\SU0011836\EHD COND.PDF \MIGRATIONS\A\AUSTIN\9999\PA-1800090\SU0011836\DRAFT SEIR-09-2018.PDF \MIGRATIONS\A\AUSTIN\9999\PA-1800090\SU0011836\EIR-07-2018.PDF
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EHD - Public
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Draft Supplemental Environmental Impact Report Page II-27 <br /> Forward Inc. Landfill 2018 Expansion Project <br /> not properly controlled, The drainage study utilizes San Joaquin County local rainfall data, and the Significant <br /> surface water bodies Rational Method would be used to estimate maximum potential runoff from <br /> could become a 1,000-year,24-hour storm event.The surface water control system and <br /> contaminated through drainage control structures for the proposed project would be sized to <br /> contact with the landfill accommodate the calculated peak flows. <br /> refuse. As part of the design plans for the proposed landfill expansion, Forward <br /> has completed calculations of the 1000-year,24-hour storm event peak <br /> 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 South Littlejohns Creek by <br /> a levee system or other acceptable method designed to protect the site from <br /> a 100-year flood event. <br /> • The project includes channel reconfiguration and localized flood protection <br /> berms to isolate the landfill surfaces from floodwaters. <br /> • The project design shall also include provision of replacement floodplain <br /> area and storage volume in an easement along the relocated South Branch of <br /> South Littlejohns Creek. <br /> • The channel and floodplain storage easement are designed to accommodate <br /> the 100-year,24-hour storm.The design would also include a three-foot <br /> freeboard. <br /> All of these measures have been incorporated into the design of the landfill <br /> expansion and relocated South Branch channel.Therefore,potential surface water <br /> drainage impacts would be reduced to a less than significant level. <br />
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