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ARCHIVED REPORTS_2009_12
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ARCHIVED REPORTS_2009_12
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Last modified
7/17/2020 3:53:32 PM
Creation date
7/3/2020 10:54:30 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2009_12
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_2009_12.tif
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EHD - Public
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Leachate samples were collected from the pond on a monthly basis and analyzed in the <br /> 0 field for pH and specific conductance. The results of monthly field monitoring <br /> measurements are presented in Table 3-5. <br /> 3.1.9 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. At the GTF, contaminated groundwater <br /> is extracted by two wells (EW-1 and EW-2), treated, and discharged to an infiltration <br /> pond. During the monitoring period CH2M Hill noted that the flow rate for groundwater <br /> extraction well EW-1 had decreased, and as a result, the extraction well has been taken <br /> offline pending well development and pump rehabilitation or replacement. Forward is <br /> currently in the process of making the necessary repairs to extraction well EW-1. During <br /> the monitoring period the GTF treated 19.654 million gallons of groundwater at an <br /> average flow rate of 152 gallons per minute, or 218,384 gallons per day. During the <br /> monitoring period, the GTF removed approximately 1.54 pounds of VOCs. <br /> 3.2 SUMMARY <br /> Groundwater quality conditions beneath the Austin Unit during the first quarter 2009 <br /> monitoring period were generally similar to historical results. Excluding suspected <br /> field/laboratory contaminants, CLs were exceeded in DMP wells AMW-6, AMW-7, <br /> AMW-13, and AMW-14, and with the exception of barium concentrations measured in <br /> well AMW-14, no CLs were exceeded for constituents that exhibited statistically <br /> significant increasing trends. In the CAP wells, trend analyses are performed instead of <br /> comparison to CLs. During the current monitoring period, one or more statistically <br /> significant increasing trends were noted for VOC constituents in CAP wells AMW-1, <br /> AMW-10, and AMW-19, while decreasing VOC trends were noted in CAP wells <br /> AMW-1, AMW-4,AMW-5/5R, AMW-10, and AMW-11. The increasing vinyl chloride <br /> and/or cis-1,2-DCE trends in wells AMW-1 and AMW-10 suggest that active reductive <br /> dechlorination is occurring in the vicinity of these wells. <br /> DA2009 0017TA 1Q09.doc <br /> 13 Geologic Associates <br />
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