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ARCHIVED REPORTS_2014_8
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ARCHIVED REPORTS_2014_8
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Last modified
7/18/2020 12:38:44 PM
Creation date
7/3/2020 10:58:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2014_8
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
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2014_8.tif
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EHD - Public
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WASTE DISCHARGE REQUIREMENTS ORDER NO.R5-2014-0006 -g- <br /> FORWARD INC.AND REPUBLIC SERVICES INC. <br /> FORWARD CLASS II LANDFILL <br /> SAN JOAQUIN COUNTY <br /> c. the leachate shall not exceed the moisture holding capacity of the receiving unit. <br /> This section of Title 27 also references State Water Board Resolution 93-62 regarding liquids <br /> restrictions in 40 C.F.R. section 258.28 for MSW landfills. 40 C.F.R. section 258.28 states <br /> that liquid waste may not be placed in MSW landfill units unless the waste is leachate or gas <br /> condensate derived from the landfill unit and it is designed with a composite liner and an <br /> LCRS. Therefore, leachate and landfill gas condensate from composite lined units with an <br /> LCRS may be discharged to composite lined units with similar classification. Forward has <br /> multiple composite lined units constructed with the same general design and with the same <br /> classification. This Order includes requirements for returning leachate and landfill gas <br /> condensate back to composite-lined units such that it is not exposed to surface water runoff, <br /> will not cause instability of the landfill, and will not seep from the edges of the units. <br /> SURFACE IMPOUNDMENTS <br /> 25 Liquid wastes will be discharged to one of two existing (F-North and F-West) and one <br /> proposed Class 11 surface impoundments. If leachate production exceeds impoundment <br /> capacity at any impoundment, excess leachate will either be contained in temporary on-site, <br /> above ground tanks or will be transported to the City of Stockton's wastewater plant for off- <br /> site disposal. No liquids generated offsite will be discharged to the impoundments without <br /> is prior approval of the Central Valley Water Board Discharges to Class II surface <br /> impoundments included the following: <br /> a. Leachate from the landfill units and surface impoundments; <br /> b. Landfill gas condensate from the LFG extraction system; <br /> c. Impacted storm water runoff from the landfill and associated facilities; <br /> d. Cannery rinse water; and/or <br /> e. Other liquid wastes that are compatible with the liner system and approved by <br /> Board staff. <br /> All Class II surface impoundments LCRSs are tested annually. <br /> 26.Facility Specification C.7 requires that the Discharger operates the Class II impoundments so <br /> that on October 15 of each year a freeboard of at least 4.73 feet and 5.51 feet exists in F- <br /> North and F-West, respectively. This corresponds to two feet plus the calculated rise in <br /> liquid level associated with an average annual storm season. Facility Specification C.8 of <br /> these WDRs requires that the Discharger manage liquid levels in the impoundment in <br /> accordance with a Board staff-approved operations plan under Title 27. <br /> COMPOST FACILITY WASTE <br /> 1925.The Discharger proposes to continue to treat some decomposable organic waste in the <br /> 1 Compost Facility. Material accepted for treatment at the compost Facility includes green <br />
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