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ARCHIVED REPORTS_2002_3 JTD
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ARCHIVED REPORTS_2002_3 JTD
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Last modified
4/10/2023 12:53:01 PM
Creation date
7/3/2020 10:49:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2002_3 JTD
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_2002_3.tif
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EHD - Public
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• Reduction of leaching of chlorinated hydrocarbons into the groundwater by <br /> checking incoming loads into the landfill for hazardous materials and <br /> implementing measures to reduce storm-water infiltration into the refuse; <br /> • Extraction of groundwater from two wells to reduce the off-site migration of <br /> chlorinated hydrocarbons; <br /> • 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 69 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 concentrations away from the landfill <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 /> Forward Landfill JTD 3-16 <br /> L\Allied\2000.193\Reports\Jtd:Sec-3.0:05/21/02 <br /> BRYAN A.STIRRAT S ASSOCIATES <br />
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