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COMPLIANCE INFO_1996-2003
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COMPLIANCE INFO_1996-2003
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Last modified
7/7/2021 8:55:58 AM
Creation date
7/3/2020 10:39:50 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
1996-2003
RECORD_ID
PR0440001
PE
4433
FACILITY_ID
FA0004514
FACILITY_NAME
AUSTIN ROAD/ FORWARD LANDFILL
STREET_NUMBER
9069
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
STOCKTON
Zip
95215
CURRENT_STATUS
02
SITE_LOCATION
9069 S AUSTIN RD
P_LOCATION
01
P_DISTRICT
004
QC Status
Approved
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SJGOV\sfrench
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440001_9069 S AUSTIN_1996-2003.tif
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EHD - Public
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WASTE DISCHARGE REQUIREMENTS ORDER NO. -7- <br /> FOR ALLIED WASTE INC. &FORWARD INC. <br /> AUSTIN ROAD LANDFILL <br /> CLASS III LANDFILL <br /> SAN JOAQUIN COUNTY <br /> 2. Wastes shall not be discharged below an elevation of 20 feet, mean sea level (MSL). <br /> A minimum separation of 5 feet shall be maintained between wastes or leachate and <br /> the highest anticipated elevation of underlying ground water including the capillary <br /> fringe. <br /> 3. All water supply wells within 500 feet of the landfill shall be sealed or abandoned to <br /> the satisfaction of the San Joaquin County Public Health Services Department prior <br /> to the discharge of waste to the landfill. A record of the sealing and/or abandonment <br /> of such wells shall be sent to the Board and to the State Department of Water <br /> Resources. <br /> 4. Neither the treatment nor the discharge of wastes shall cause a pollution or nuisance <br /> as defined by the California Water Code, Section 13050. <br /> General Waste Management Unit Construction <br /> 5. Landfill covers shall be constructed in compliance with the requirements of Title 27. <br /> 6. LCRSs shall be designed, constructed and maintained to collect twice the anticipated <br /> daily volume of leachate generated by the landfill and to prevent the buildup of <br /> hydraulic head on the underlying natural geologic materials of low hydraulic <br /> conductivity. The depth of fluid in any LCRS sump shall be maintained as low as <br /> feasible and no greater than the minimum needed for safe pump operation. <br /> 7. Each landfill unit constructed after the effective date of this Order shall be designed <br /> and constructed to comply with the appropriate performance standards in Title 27 and <br /> approved by Board staff prior to operation. Prior to the beginning of construction for <br /> each new construction phase, a Final Design Report shall be submitted to Board Staff <br /> for review and approval and shall include, but not be limited to, the engineered design <br /> plans for the WMU, the contract specifications, a construction quality assurance <br /> (CQA)plan to verify that construction specifications will be met, and a revised water <br /> quality monitoring plan. Approval of the final design report shall be obtained from <br /> Board staff prior to construction of the landfill liner or cap. A final construction <br /> report shall be submitted for approval by Board staff after each phase of construction <br /> and prior to the discharge of waste into the constructed phase. The final construction <br /> report shall include,but not be limited to, as-built plans for the WMU, a CQA report <br /> with a written summary of the CQA program and all test results, analyses, and copies <br /> V <br />
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