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ARCHIVED REPORTS_2001_2
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ARCHIVED REPORTS_2001_2
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Last modified
7/17/2020 3:53:22 PM
Creation date
7/3/2020 10:48:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2001_2
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_2001_2.tif
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EHD - Public
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WASTE DISCHARGE REQUIREMENTS -13- <br /> FORWARD INC.,FORWARD LANDFILL <br /> SAN JOAQUIN COUNTY <br /> GENERAL WMU CONSTRUCTION <br /> 10. All containment systems shall include a leachate collection and removal system (LCRS) <br /> which shall convey all leachate which reaches the liner to an appropriately lined sump or <br /> other appropriately lined collection area. The LCRS shallnot rely upon unlined or clay- <br /> lined areas for such.conveyance. <br /> 11. Clay liners shall have a hydraulic conductivity of 1 x 10,cm/sec or less and a minimum <br /> relative compaction of 90 percent. Landfill cap clay barrier layers shall have a hydraulic <br /> conductivity.of 1 X 10' cm/sec or less and a minimum relative compaction of 90 percent. <br /> Hydraulic conductivities of liner materials shall be determined by laboratory tests using <br /> smindons with similar-properties as the fluids that will be containecL Hydraulic <br /> conductivities of cap materials shall be determined by laboratory tests using water. <br /> Hydraulic conductivities.determined through laboratory methods shall be confirmed by <br /> field testing in accordance with the Standard Provisions and Reporting Requirements as <br /> describers in Provision£:1. <br /> '12. "LCM9 shallbe designed-, constructed, and ° ed--to-collect " ed- <br /> daily volume of leachate generated by the WMU and to prevent the buildup of hydraulic <br /> head on the underlying liner at,any"time. The-depthof#luid in any,,LCRS sump-shall be <br /> maintained as low as feasible. The pump shall be operated as necessary to prevent excess <br /> accumulation of leachate in the sump. <br /> PROTECTION FROM STORM EVENTS <br /> 13. Precipitation and drainage control systems shall,be desigried and=nstructed to <br /> accommodate the anticipated volume of precipitation and peak flows from surface runoff <br /> as follows: <br /> Classification Storm Size <br /> Class I WMUS Probable maximum precipitation <br /> Class H WMUs 1,000-year, 24-hour <br /> Class III WMUs 100-year, 24-hour <br /> 14. Waste management units shall be designed, constructed, and operated in compliance with <br /> precipitation and flood conditions contained in the Standard Provisions and Reporting <br /> Requirements referenced in Provision E.1, below. <br />
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