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SU0007861
Environmental Health - Public
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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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Draft Environmental Impact Report Page II-17 <br /> Forward Inc. Landfill Expansion <br /> be designed to divert the water to the storm water collection basin in the <br /> southwest corner of the Austin Road Landfill unit. All waste at the proposed <br /> Forward Landfill would be separated from the north and south branches of <br /> Littlejohns Creek by a levee system or other acceptable method designed to <br /> protect the site from 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 area <br /> and storage volume in an easement along the relocated Littlejohns Creek. <br /> • The channel and floodplain storage easement are designed to accommodate the <br /> 100-year,24-hour storm. The design would also include a three-foot freeboard. <br /> N o additional measures are required. <br /> F.2. Uncontrolled Proposed as Part of the Project: Less than <br /> erosion from soil The current Forward Landfill drainage control structures and monitoring would Significant <br /> stockpiles and landfill continue to be implemented to inhibit erosion and sedimentation in the <br /> surfaces,or inadvertent expansion areas. Proposed structural controls include the drainage control <br /> spills of refuse or other system and daily cover. Operational controls include maintenance of the <br /> substances onsite, could drainage system by keeping ditches clear of debris and excessive vegetation, and <br /> contaminate surface making needed repairs to drainage structures. Corrective measures would be <br /> water. implemented if inspections show excessive erosion or damage to drainage <br /> channels. Eroded areas would be mitigated by removing loose debris followed <br /> by replacement,regrading, and compacting the area. Monitoring and protection <br /> against sediment from entering the Littlejohns Creek channel would be <br /> implemented, including the diversion of part of Littlejohns Creek farther away <br /> from the landfilled area. <br /> • In order to minimize sediment transport to the Littlejohns Creek,landfill slopes, <br /> ridgetops, and peripheral areas would be revegetated to inhibit erosion. <br /> No additional measures are required. <br /> tw t . ' aw, 00 fW Alp twp a= .dam <br />
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