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ARCHIVED REPORTS_2001
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ARCHIVED REPORTS_2001
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Last modified
7/17/2020 3:53:23 PM
Creation date
7/3/2020 10:48:22 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2001
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.tif
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EHD - Public
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• Installation of an above-ground treatment system to remove VOCs from the <br /> extracted groundwater prior to discharge; and <br /> • Monitoring the effectiveness of the corrective action and determination of the <br /> need for modifications. <br /> In order to better understand the dimensions and impacts of the plume, the <br /> RWQCB ordered further investigations to be conducted. In January 1999,Camp <br /> Dresser &McKee (CDM) prepared the "Austin Road Landfill Contaminant Plume <br /> Report" and the"Groundwater Corrective Action Feasibility Study Report". <br /> Based on these reports, the VOC contaminant plume was estimated to extend <br /> approximately 4,000 feet northeast from the northern border of=the existing <br /> Austin Road Landfill. The plume appears to have migrated to a lower depth at the <br /> leading edge of the plume. The primary contaminants of concern are PCE and <br /> TCE, with concentration levels`up°to 6°9 and 48-micrograms-per liter(pg/L'), <br /> respectively. The highest VOC concentrations are present within a sand layer that <br /> extends over an interval of approximately 80 to 104 feet below ground surface <br /> (bgs). The investigation results-indicate that contaminant..,concentrations.decrease <br /> at distances from the source, with the plume migrating in deeper lithologic units at <br /> a distance from the site. The plume shape reflects the north-to-northeast <br /> groundwater flow direction, with the leading edge of the plume extending east of <br /> Austin Road. The contaminant plume is moving at a similar rate, approximately <br /> 4 feet per day, as the general.groundwater flow-rate.__This suggests that VOC <br /> migration rates are not affected significantly by sorption of contaminants to aquifer <br /> materials. The trend of reduced contaminant conceatrations away from:athe landfa] <br /> is attributed primarily to dilution occurring through mixing with unimpacted <br /> groundwater and with surface water recharge. <br /> Bottled water is supplied to all downgradient well owners where there has been a <br /> detection of any VOCs above drinking water standards. This has been performed <br /> since 1997 when downgradient wells first detected PCE above 5 pg/L. <br /> It is possible that the VOC impacts in groundwater at the existing Austin Road <br /> Landfill are attributable to landfill gas. VOC concentrations have been trending <br /> downward recently, and leachate analyses from the existing Austin Road Landfill <br /> indicate no significant VOCs. VOCs are detected, however, in landfill gas <br /> samples. Forward is currently assessing landfill gas and groundwater issues at <br /> the existing Austin Road Landfill and, as required by the RWQCB, a revised <br /> Forward Landfill jTD 3-16 <br /> L:\Allied\2000.193\Reports\fi naljtd:Sec-3.0:08/20/01 <br /> BRYAN A.STIRRAT&ASSOCIATES <br />
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