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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
Scanner
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 Supplemental Environmental Impact Report Page II-23 <br /> Forward Inc.Landfill 2014 Expansion Project <br /> and stamped by a Professional Engineer registered in the State of California. <br /> In addition,both the RWQCB and CalRecycle will review and must approve <br /> the erosion control system design as part of issuance of WDRs and the SWFP, <br /> respectively. <br /> F.3. Groundwater Proposed as Part of the Project. Less than <br /> contamination would • A double liner would be installed under the sump area, as previously Significant <br /> result if the leachate required by the RWQCB for the existing Forward Landfill; <br /> collection systems for the The liner and leachate collection system for the new expansion areas would <br /> expansion areas fail. have new a leachate management system. This would be articulated in the <br /> applicants new JTD. The JTD and the adequacy of the leachate collection <br /> system and associated monitoring would be reviewed by the RWQCB; <br /> • The regulatory required separation between the liner and groundwater shall <br /> be implemented to allow for chemicals in the leachate to attenuate before <br /> reaching the groundwater, should the leachate breach the liner and leachate <br /> collection system; <br /> • Electric testing of the liner in each Waste Management Unit shall be <br /> conducted before waste can be disposed in that Unit, as required by the <br /> RWQCB; <br /> • If any modifications to the leachate collection system and associated <br /> monitoring described in the upcoming JTD are required by the RWQCB,the <br /> landfill operator shall implement those changes; <br /> • The project design will include a leak detection system (lysimeters)under the <br /> sumps to assess and control potential leakage before it can reach <br /> groundwater; <br /> • The liner system will be overlain by a protective operations layer consisting <br /> of a one-foot thickness of soil and a one-foot thick gravel layer that serves as <br /> the leachate collection layer. This two-foot layer will serve to protect the <br /> liner system from sharp or jagged materials in the waste. <br /> • The operator will remove any hazardous materials spotted during delivery, <br /> thus minimizing the potential for leachate impacts to groundwater if a break <br />
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