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ARCHIVED REPORTS_2013_2
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ARCHIVED REPORTS_2013_2
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Last modified
7/18/2020 7:46:10 AM
Creation date
7/3/2020 10:57:11 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2013_2
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_2.tif
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EHD - Public
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Value Engineering conducted a continuity test of the leachate collection and removal <br /> system(LCRS)on August 23 and 24, 2013 at the Forward Unit. The tracer dye test <br /> results indicate that continuity is present across the LCRS units WMU-F North and <br /> WMU-F West, and no excessive leachate is backed up in the drainage layer or sump of <br /> the LCRS units. <br /> 4.5 AUSTIN UNIT <br /> Groundwater <br /> Groundwater elevations measured during the 2013 monitoring year generally reflect <br /> seasonal precipitation patterns. Hydrographs depicting historical groundwater elevations <br /> are presented in Appendix D and indicate generally static trends. During the 2013 <br /> monitoring year groundwater flow was generally directed to the north, northeast and east. <br /> However, in addition to the north,northeast and east flow directions groundwater flow <br /> was also noted to the northwest during the second quarter and to the southeast during the <br /> first quarter. These anomalous flow directions are believed to be the result of adjacent <br /> agricultural pumping. Groundwater generally flowed at a gradient between 0.001 ft/ft to <br /> 0.004 ft/ft below the Austin Unit in 2013. <br /> Groundwater quality conditions beneath the Austin Unit during the 2013 monitoring year <br /> are generally similar to those observed in the previous monitoring year. For DMP wells, <br /> CLs were consistently exceeded during the 2013 monitoring year at wells AMW-12 and <br /> AMW-13; and intermittently in wells AMW-6,AMW-7, and AMW-14. Well AMW-13 <br /> consistently contained VOCs at concentrations greater than PQLs and wells AMW-6 and <br /> AMW-14 contained at least one VOC at a concentration greater than PQLs during three <br /> of the four monitoring quarters (well AMW-14 was not sampled during the third quarter). <br /> In the CAP wells, VOCs were consistently detected in wells AMW-1 and AMW-19BR at <br /> concentrations exceeding the PQL; during two quarters at well AMW-10; and during one <br /> quarter at well AMW-19. Trend analyses indicate increasing trends were noted for three <br /> VOC constituents in well AMW-1 during each quarter. The increasing trend exhibited <br /> for cis-1,2-DCE at well AMW-1 suggests reductive dechlorination is occurring in the <br /> vicinity of this well. Decreasing trends were noted for at least one VOC constituent(for <br /> at least three quarters)during the 2013 monitoring year at wells AMW-1,AMW-4, <br /> AMW-10,AMW-11, and AMW-19BR. <br /> In response to continued detection of VOCs in groundwater downgradient of the Austin <br /> Road Unit,the RWQCB issued a CAO on December 8, 2008. Forward has installed 19 <br /> additional groundwater monitoring wells downgradient of the Austin Unit as part of an <br /> on-going EMP investigation. <br /> Surface Water <br /> Surface water samples were collected quarterly(except the fourth quarter 2013; dry)from <br /> surface water stations ASW-1 and ASW-2 during the 2013 monitoring year. With the <br /> exception of a trace concentration of toluene in the sample from ASW-2 during the third <br /> ® C:\2013-0021\FA_4Q13.dm 16 Geo-Logic Associates <br />
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