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ARCHIVED REPORTS_2013_6
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ARCHIVED REPORTS_2013_6
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Last modified
7/17/2020 3:53:43 PM
Creation date
7/3/2020 10:57:18 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2013_6
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_2013_6.tif
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EHD - Public
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Groundwater Treatment Facility Operations <br /> The Groundwater Treatment Facility(GTF) at the Austin Unit has been operational since <br /> 1994 to mitigate impacts from landfill releases. Impacted groundwater is extracted from <br /> five wells (EW-1, EW-2, EW-3, EW-3R, and EW-4) that pump groundwater through an <br /> air stripper treatment system to remove VOCs. Treated groundwater is discharged to an <br /> infiltration pond(constructed in 2003)north of the Austin Road Unit of the Forward <br /> Landfill. Due to limited recharge in extraction well EW-3, the well was taken offline and <br /> replaced with extraction well EW-3R. To increase the volume of groundwater recovered <br /> in this area, well EW-3R was installed adjacent to and deeper than well EW-3. During <br /> the monitoring period, the GTF treated 19,184,100 gallons of groundwater at an average <br /> flow rate of 213,157 gallons per day. During the monitoring period, it is calculated that <br /> the GTF removed approximately 2.09 pounds of VOCs. <br /> 3.2 SUMMARY <br /> Groundwater quality conditions beneath the Austin Unit during the second quarter 2013 <br /> monitoring period were generally similar to historical results. During the current <br /> monitoring period, non-statistical exceedances for VOCs were identified at DMP wells <br /> AMW-6, AMW-13 and AMW-14. Trend analyses indicate that statistically significant <br /> increasing temporal trends were calculated for PCE and TCE in well AMW-13 and a <br /> statistically significant decreasing temporal trend was calculated for PCE in well AMW- <br /> 14. These results are similar to previous results and it has been recommended that wells <br /> AMW-6, AMW-13, and AMW-14 be re-designated as CAP wells since they have <br /> historically contained VOCs. For the routine inorganic monitoring parameters, CLs were <br /> exceeded for constituent concentrations in DMP wells AMW-6, AMW-7, AMW-12, <br /> AMW-13, and AMW-14. Trend analyses indicate that statistically significant increasing <br /> temporal trends were calculated for barium concentrations in well AMW-14 and for <br /> chloride concentrations in wells AMW-12 and AMW-14. In the CAP wells, trend <br /> analyses are performed instead of comparison to CLs. During the current monitoring <br /> period, statistically significant increasing trends were noted for three VOCs in CAP well <br /> AMW-1, while decreasing VOC trends were noted for several VOCs in CAP wells <br /> AMW-1, AMW-4,AMW-10, and AMW-19BR. The increasing trend exhibited for cis- <br /> 1,2-DCE at well AMW-1, and generally decreasing(organic and inorganic) trends noted <br /> in most of the CAP wells, suggests that corrective action measures have been successful <br /> in reducing facility related groundwater impacts downgradient of the Austin Unit. <br /> Surface water samples collected from the upstream and downstream surface water <br /> monitoring stations during the second quarter 2013 monitoring period are generally <br /> consistent with each other and no VOCs were detected. These results suggest that <br /> landfill operations are not impacting surface water. <br /> The retest results for leachate have confirmed the semi-VOC (2-methylphenol)which <br /> was first detected in the annual leachate sample collected during the fourth quarter 2012. <br /> c:U013-0021\ea_2Q13.aac 12 Geo-Logic Associates <br />
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