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CORRESPONDENCE_1994-1999
EnvironmentalHealth
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4400 - Solid Waste Program
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PR0440005
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CORRESPONDENCE_1994-1999
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Last modified
8/18/2023 2:28:24 PM
Creation date
4/7/2023 2:11:44 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
1994-1999
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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WASTE DISCHARGE REQUIREMENTS -12- <br /> FORWARD INC.,FORWARD LANDFILL <br /> SAN JOAQUIN COUNTY <br /> 19. If located in a 100-year floodplain. landfill units shall not restrict the flow of the 100-year flood, <br /> reduce the temporary water storage capacity of the floodplain, or result in washout of solid waste <br /> so as to pose a hazard to human health and the environment. Units which cannot comply with <br /> this requirement shall close by 9 October 1996, unless otherwise extended by the Board. (40 <br /> CFR 258.16) <br /> 20. Dewatered sewage or water treatment sludge may be accepted for disposal if the sludge contains <br /> at least 20 percent solids (primary sludge) or 15 percent solids (secondary sludge), is mixed with <br /> refuse at a minimum solids-to-liquid ratio of 5:1 by weight and shall not exceed the initial <br /> moisture holding capacity of the solid waste. <br /> 21. Dewatered sewage or water treatment sludges shall only be landfilled in units D and H equipped <br /> with composite liners. <br /> 22. 1mrbate generation by a landfill unit LCRS shall not exceed 85% of the design capacity of the <br /> pump.swap If leachate generation exceeds this value or if the depth of fluid in an LCRS exceeds <br /> ft minimum needed for pump operations then the Discharger shall immediate]y cease the <br /> Ascharge of sludges and other high-moisture wastes to the landfill unit and shall notify the Board <br /> in-w ting within seven days. Notification shall include a timetable for corrective action necessary <br /> to reduce leachate production. <br /> SURFACE IMPOUNDMENT SPECIFICATIONS <br /> 23. Design and consuuction plans and specifications shall be submitted to the Board for approval <br /> befbre co on of any surface impoundment. After surface impoundment construction, a <br /> construction quality assurance report shall be submitted to the Board and approved by Board <br /> staff 1pnor to operation of the surface impoundment. <br /> 24. Leachate generation by a surface impoundment LCRS shall not exceed 85% of the design <br /> capacity of the sump pump.If leachate generation exceeds this value or if the depth of fluid in an <br /> LCRS exceeds the minimum needed for safe pump operation, then the Discharger shall <br /> immediately cease the discharge of waste,excluding leachate,to the impoundment and shall <br /> nalffy the Board in writing within seven days. Notification shall include a timetable for remedial <br /> action to repair the upper liner of the impoundment or other action necessary to reduce leachate <br /> production. <br /> LAND TREATMENT UNIT SPECIFICATIONS <br /> 25. WMU G,a land treatment unit,maybe sited at any point in the area described in Attachment B. <br /> WMU G may not overlay any existing elements of a WMU. Design and construction plans shall <br /> be subaiked,.tothe=Executive Officer for approval before construction of any land treatment unit. <br />
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