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ARCHIVED REPORTS_1989-2005
Environmental Health - Public
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ARCHIVED REPORTS_1989-2005
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Last modified
4/3/2023 10:18:34 AM
Creation date
7/3/2020 10:47:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1989-2005
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\cfield
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_1989-2005.tif
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EHD - Public
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WASTE DISCHARGE REQUIREMENTS -16- <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 />26. Any landfill trench or pit in WMUs D, E, or H shall be designed and <br />constructed in accordance with Subchapter 15 and approved by the <br />Board prior to construction and again prior to operation. <br />27. Leachate generation by a landfill unit LCRS shall not exceed 859-. of <br />the design capacity of the sump pump. If leachate generation exceeds <br />this value or if the depth of fluid in an LCRS exceeds the minimum <br />needed for pump operations then the Discharger shall immediate]y <br />cease the discharge of sludges and other high -moisture wastes to the <br />landfill unit and shall notify the Board in writing within seven <br />days. Notification shall include a timetable for corrective action <br />necessary to reduce leachate production. <br />28. Any surface impoundment in WMU F shall be designed and constructed <br />in accordance with Subchapter 15 and approved by the Board prior to <br />construction and again prior to operation. <br />29. The surface impoundments shall be designed, constructed and operated <br />to maintain a freeboard of no less than two feet, plus that needed <br />for the 100 -year return wet season. <br />30. Any direct -line discharge to a surface impoundment shall have fail- <br />safe equipment or operating procedures to prevent overfilling. <br />31. The surface impoundment(s) shall be designed, constructed and <br />maintained to prevent scouring and/or erosion of the liner(s) and <br />other containment features at points of discharge to the impoundments <br />and by wave action at the waterline. <br />32. Leachate removed from a surface impoundment LCRS shall be discharged <br />to the impoundment from which it originated. <br />33. Leachate generation by a surface impoundment LCRS shall not exceed <br />85% of the design capacity of the sump pump. If leachate generation <br />exceeds this value or if the depth of fluid in an LCRS exceeds the <br />minimum needed for pump operation, then the Discharger shall <br />immediately cease the discharge of waste, excluding leachate, to the <br />impoundment and shall notify the Board in writing within seven days. <br />
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