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CORRESPONDENCE_1984-1989
Environmental Health - Public
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4400 - Solid Waste Program
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PR0440005
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CORRESPONDENCE_1984-1989
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Last modified
4/17/2023 4:12:55 PM
Creation date
4/7/2023 1:44:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
1984-1989
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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WASTE DISCHARGE REQUIREMENTS -13- <br />FORWARD INCORPORATED <br />WASTE MANAGEMENT FACILITY <br />CLASS II LANDFILLS CLASS III LANDFILLS <br />CLASS II SURFACE IMPOUNDMENT <br />CLASS II LAND TREATMENT UNIT <br />CLOSURE OF CLASS I LANDFILL <br />SAN JOAQUIN COUNTY <br />11. Materials used to construct the LCRSs shall have appropriate physical <br />and chemical properties to ensure the required transmission of <br />leachate over the life of the WMUs. <br />12. Clay liners and landfill caps shall have a minimum hydraulic <br />conductivity of 1x1O-6 cm/s and a minimum relative compaction of 90 <br />percent. Hydraulic conductivities of liner materials shall be <br />determined by laboratory tests using solutions with similar <br />properties as the fluids that will be contained. Hydraulic <br />conductivities of cap materials shall be determined by laboratory <br />tests using water. <br />Hydraulic conductivities determined through laboratory methods shall <br />be confirmed by field testing of the finished liner. Construction <br />methods and quality assurance procedures shall be sufficient to <br />ensure that all parts of the liner and cap meet the hydraulic <br />conductivity and compaction requirements. <br />13. LCRS shall be designed, constructed, and maintained to collect twice <br />the anticipated daily volume of leachate generated by the WMU and <br />to prevent the buildup of hydraulic head on the underlying liner at <br />any time. The depth of fluid in any LCRS sump shall be maintained <br />low enough to prevent a significant head on the liner. <br />14. All containment structures shall be designed and constructed under <br />the direct supervision of a California registered civil engineer or <br />a certified engineering geologist and shall be certified by that <br />individual as meeting the prescriptive standards and performance <br />goals of Subchapter 15 prior to waste discharge. <br />15. The concentrations of indicator parameters or waste constituents in <br />waters passing through the Points of Compliance shall not exceed the <br />"water quality protection standards" established pursuant to <br />Monitoring and Reporting Program No. which is attached to <br />these waste discharge requirements. <br />
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