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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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4.5 AUSTIN UNIT <br /> 4.5.1 Groundwater <br /> Measured groundwater elevations during 2010 generally reflect seasonal precipitation <br /> patterns. Hydrographs depicting groundwater elevations over the past 13 years are <br /> presented in Appendix D. Overall groundwater flow direction during the 2010 <br /> monitoring year were generally consistent with past monitoring periods with flow <br /> generally directed to the north and northeast with an average gradient of 0.002 ft/ft. <br /> Groundwater quality conditions beneath the Austin Unit during the 2010 monitoring year <br /> are generally similar to those observed in the previous monitoring year. For DMP wells, <br /> CLs were consistently exceeded in wells AMW-13 and AMW-14 and intermittently in <br /> well AMW-6. Both wells AMW-13 and AMW-14 consistently contained VOCs at <br /> concentrations greater than the PQL, while low-level VOCs were intermittently measured <br /> in well AMW-6. In the CAP wells, VOCs were consistently detected in wells AMW-1, <br /> AMW-10, AMW-19, and AMW-19BR at concentrations exceeding the PQL. Trend <br /> analyses indicate increasing trends were consistently noted for VOCs in wells AMW-1, <br /> AMW-10, and AMW-19, and intermittently in well AMW-I 9BR. The increasing trend <br /> exhibited for cis-1,2-DCE at wells AMW-I and AMW-10, suggests reductive <br /> dechlorination is occurring in the vicinity of these wells. <br /> 4.5.2 Surface Water <br /> Surface water samples are collected quarterly from surface water stations ASW-1 and <br /> ASW-2. However, with the exception of the first quarter monitoring period surface water <br /> station ASW-2 has been reported dry during the 2010 monitoring year. During the year, <br /> no CLs were exceeded at downgradient surface water station SW-2. Comparison of the <br /> upgradient(ASW-1)to downgradient(ASW-2) surface water samples indicates generally <br /> similar concentrations and that the landfill operations are not impacting surface water <br /> quality. <br /> 4.5.3 Leachate Monitoring <br /> According to the Operations Manager,no leachate was taken off site during the 2010 <br /> monitoring year. The leachate collection system, which collects leachate from the north <br /> face of the landfill, has been operational since November 1996. WQPS (concentration <br /> limits) are not required for leachate because it is collected and removed for disposal, <br /> rather than discharged. According to the Operations Manager, the leachate monitoring <br /> and collection system operated effectively during the 2010 monitoring year. <br /> Leachate samples were collected on a monthly basis and analyzed in the field for pH, <br /> specific conductance, and temperature. In addition to monthly monitoring, the leachate is <br /> sampled annually during the fourth quarter monitoring period for the parameters listed in <br /> Table 2-1. The annual leachate sample results indicates that there were no new COCl <br /> were identified. <br /> D:\2010_0013\FA_4Q10.doc <br /> 17 Geologic Associates <br />
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