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SU0007861
Environmental Health - Public
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SU0007861
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Entry Properties
Last modified
1/6/2020 11:37:03 AM
Creation date
9/4/2019 10:03:24 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0007861
PE
2675
FACILITY_NAME
PA-0800105
STREET_NUMBER
9999
Direction
S
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
APN
20106003
ENTERED_DATE
8/11/2009 12:00:00 AM
SITE_LOCATION
9999 S AUSTIN RD
RECEIVED_DATE
7/24/2009 12:00:00 AM
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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SJGOV\sballwahn
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FilePath
\MIGRATIONS\A\AUSTIN\9999\EIR PA-0800105\NOP.PDF
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EHD - Public
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Draft Environmental Impact Report Page IVY-16 <br /> Forward Inc. Landfill Expansion <br /> FThe common landfill gases methane and carbon dioxide, on the other hand, are not introduced <br /> with refuse as contaminants but are the product of natural decomposition of refuse. Methane <br /> and carbon dioxide are the typical landfill gases, with stipulated CIWMB requirements in <br /> California for their monitoring.and capture. <br /> Contaminant distribution patterns have been evaluated extensively over the last few years,with <br /> F1 <br /> particular focus on the leachate plume migrating offsite to the north of the Forward Landfill <br /> downgradient toward the NCYCC. Data from the various studies was utilized in the <br /> groundwater flow and transport model(AEE and Herst&Associates,2001b). The distribution <br /> of both landfill gases and VOCs in the groundwater show most of the contaminant volume is <br /> F. associated with the area of the former Austin Road Landfill and—for the contaminated <br /> groundwater plume—north of it. The evaluation of an appropriate remedy to mitigate against <br /> current and future VOCs in groundwater has been addressed in the JTD (2001, through 2007 <br /> E)l <br /> updates), in part,by proposing that the migration of VOCs in the groundwater can be <br /> controlled and reduced through VOC capture by the expanded landfill gas collection system <br /> since the VOCs volatilize and circulate within landfill gas and can therefore be removed <br /> through the gas collection and gas condensate collection system. <br /> k The expansion areas proposed,being upgradient from other parts of the landfill, would rely in <br /> large part on the existing Forward monitoring well arrays. The Forward.Landfill, initiated in <br /> 1973,has had a groundwater-monitoring program since 1977. There are 31 monitoring wells, 17 <br /> associated with Forward Landfill unit and 14 monitoring wells associated with the Austin Road <br /> Landfill unit. Both landfill units have supply wells. Ten of the monitoring wells (MW1, MW4, <br /> MW6,and MW7 through MW13) are downgradient of the landfill, and three wells (MW2, <br /> MW3, and MW5) are located upgradient of Austin Road unit and between Forward and Austin <br /> Road Landfill unit. <br /> Figure IV.F-1 shows the existing monitoring well layout. One of the former Austin Road <br /> landfill water supply wells (WSW), located just east of monitoring well MW-4 was <br /> decommissioned in compliance with Waste Discharge Requirements Order Number 90-122 due <br /> F to contamination(R.W. Beck and Associates, 1993). This well was screened to a depth of 82-116 <br /> feet, indicating contamination had migrated downward to that depth. Groundwater samples <br /> from production wells, monitoring wells, and hydropunch bores are tested on a monitoring <br /> F program approved by the RWQCB for VOCs. Chlorinated halocarbons, also referred to as <br /> volatile organic compounds, are the only chemicals of current regulatory concern detected. <br /> The contaminated groundwater plume geometry is shown in Figure IV.F-2. Data for this figure <br /> a was from a compilation of sources, including the three offsite wells to the north at the NCYCC <br /> the most distant of which is about 5,500 feet downgradient (north) from the Forward Landfill <br /> border. This plume is indicate to have a due north and a northeastern component based on the <br /> detection of PCE in the private offsite wells 7898 and 8106A and in the NCYCC wells. Well ARL <br /> 1B and ARL 2a show no detections. Depth and screen differences in the wells may account for <br /> VOC detection differences. <br /> Water quality monitoring since 1989 has shown VOCs at concentrations of regulatory concern. <br /> q Y g <br /> The 2000 Austin Road supplemental EIR reported the key VOC contaminants as: <br /> tetrachloroethene (PCE);trichloroethene (TCE);cis-1,2-dichloroethene (DCE);and vinyl chloride <br /> (VC). Groundwater contamination is mainly attributed to the historical operations and leachate <br /> and landfill gas generation at the Austin Road landfill rather than the Forward landfill. <br /> Groundwater beneath the Forward Landfill unit flows northward downgradient beneath the <br /> Austin Landfill landfill unit. <br /> r- <br /> b . <br />
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