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ARCHIVED REPORTS_2010_20
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ARCHIVED REPORTS_2010_20
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Last modified
7/17/2020 10:13:35 PM
Creation date
7/3/2020 10:55:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2010_20
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_2010_20.tif
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EHD - Public
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years are presented in Appendix D. During the 2010 monitoring year, the groundwater <br /> flow direction was generally to the north and northeast toward the Austin Unit with an <br /> average hydraulic gradient of 0.001 ft/ft. <br /> Groundwater quality conditions beneath the Forward Unit during the 2010 monitoring <br /> year are generally similar to those observed in previous monitoring years. Low-level <br /> VOCs greater than the PQL were intermittently detected in DMP wells W-10, MW-14, <br /> MW-22, and MW-23R. On behalf of Forward Inc., GLA prepared a letter report dated <br /> February 14, 2001 (RWQCB Case No. 2209), to assess the source and potential impacts <br /> of low-level VOCs in groundwater adjacent to the Forward Landfill. The letter report <br /> concluded that the sporadic detection of low-level VOCs in groundwater(and lysimeter <br /> samples) at the Forward Unit are most likely due to landfill gas from unlined unit WMU- <br /> B. Forward has continued to minimize gas related impacts to groundwater by minimizing <br /> interim fill areas that promote ponding of water. Forward continues to install additional <br /> landfill gas extraction wells, as needed. <br /> 4.4.2 Surface Water <br /> Site run-on and run-off control facilities are designed to effectively channel surface water <br /> to lined holding and evaporation ponds on site. According to the Operations Manager, no <br /> surface water was discharged from the facility during the 2010 monitoring year. Surface <br /> water station FSW-1 and FSW-2 are sampled quarterly, however,both surface-water <br /> stations were reported dry during the first, second, and third quarters of 2010. <br /> Comparisons of the water quality data from upgradient(FSW-1) and downgradient <br /> (FSW-2) surface water stations during the fourth quarter 2010, indicates generally similar <br /> concentrations and that the landfill operations are not impacting surface water quality. <br /> 4.4.3 Leachate Monitoring <br /> Leachate sumps are inspected for the presence of leachate and observations are recorded <br /> at least weekly by Forward Landfill personnel. If leachate is detected in the sump it is <br /> pumped into the surface impoundment(WMU F) for evaporation. During the 2010 <br /> monitoring year, leachate was observed at all of the holding areas except WMU D-87 and <br /> WMU D-88 A/B. Freeboard at WMU F ranged from approximately 7.5 feet to 12.08 feet <br /> during the 2010 monitoring year. The results of the annual leachate sample collected <br /> during the fourth quarter 2010 indicate that there were no new COCs identified. <br /> The results of the LCRS gas test conducted in August 2010 at the Forward Unit indicated <br /> that an open-air conduit is present across the LCRS unit,allowing sufficient leachate <br /> evaporation. Based on freeboard logs, LCRS gas testing, and observations from Forward <br /> personnel, the leachate control facilities were operating effectively during the 2010 <br /> monitoring year. <br /> D:\2010_0013\FA_4Q10.doc <br /> 16 Geologic Associates <br />
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