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ARCHIVED REPORTS_2013_5
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ARCHIVED REPORTS_2013_5
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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_5
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_5.tif
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EHD - Public
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WMU D-88 A/B. Freeboard at WMU F ranged from approximately 4.4 to 10.83 feet <br /> during the 2012 monitoring year. The results of the annual leachate sample collected <br /> during the fourth quarter 2012 indicate that there were no new COCs identified. <br /> Value Engineering conducted a gat test of the leachate collection and removal system <br /> (LCRS) on September 7, 2012 at the Forward Unit. The test results indicate that an open- <br /> air conduit is present across the LCRS units, and no excessive leachate is backed up in <br /> the drainage layer or sump of the LCRS units. <br /> 4.5 AUSTIN UNIT <br /> Groundwater <br /> Groundwater elevations measured during the 2012 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 2012 <br /> monitoring year groundwater flow was generally directed to the north and northeast. <br /> However, in addition to a north and northeast flow direction groundwater flow was also <br /> to the northwest during the second quarter and to the northwest and east during the third <br /> quarter. Groundwater generally flowed at a gradient between 0.001 ft/ft to 0.004 ft/ft <br /> below the Austin Unit in 2012. <br /> Groundwater quality conditions beneath the Austin Unit during the 2012 monitoring year <br /> are generally similar to those observed in the previous monitoring year. For DMP wells, <br /> CLs were consistently exceeded during the 2012 monitoring year at wells AMW-13 and <br /> AMW-14; and intermittently in wells AMW-2 (background), AMW-6, AMW-7, and <br /> AMW-12. Both wells AMW-13 and AMW-14 consistently contained VOCs at <br /> concentrations greater than PQLs. In the CAP wells, VOCs were consistently detected in <br /> wells AMW-1,AMW-10, and AMW-19BR at concentrations exceeding the PQL, and <br /> during one quarter at wells AMW-4 and AMW-19. Trend analyses indicate increasing <br /> trends were noted for several VOC constituents in well AMW-1. The increasing trend <br /> exhibited for cis-1,2-DCE at well AMW-1 suggests reductive dechlorination is occurring <br /> in the vicinity of this well. Decreasing concentration trends were noted for VOC <br /> constituents (for at least two quarters) during the 2012 monitoring year at wells AMW-1, <br /> AMW-4, AMW-5R, 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 first quarter 2012; dry) from <br /> surface water stations ASW-1 and ASW-2 during the 2012 monitoring year. No VOCs <br /> were detected in surface water samples collected over the year. Although, CLs were <br /> c:\zou-0025\FAaQlz.aoc 16 Geo-Logic Associates <br />
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