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ARCHIVED REPORTS_2015_2
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ARCHIVED REPORTS_2015_2
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Last modified
7/18/2020 2:53:52 PM
Creation date
7/3/2020 10:59:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2015_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
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2015_2.tif
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EHD - Public
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Water Quality Monitoring Report <br /> Forward Landfill <br /> 2.1.5 Vadose Zone Monitoring <br /> The current vadose-zone monitoring network at the Forward Unit consists of 10 <br /> lysimeters (seven suction lysimeters and three pan lysimeters). These lysimeter <br /> locations are shown on Figure 2-1. As presented in Table 2-6, all lysimeters were <br /> reported dry or there was an insufficient volume of soil-pore liquid (2-3 milliliters) for <br /> analyses during the monitoring period. <br /> 2.1.6 Leachate/Surface Impoundment Monitoring <br /> Leachate sumps and surface impoundments are inspected weekly by Forward Landfill <br /> personnel. If leachate is detected in a sump, it is pumped into the surface <br /> impoundment WMU F (North) for evaporation. During the third quarter 2015, leachate <br /> was observed at holding areas WMU D-93/94, WMU D-01 N/S, and WMU D-02 and a <br /> total of 203,400 gallons of leachate was removed from the lined areas at an average <br /> rate of 2,211 gallons per day. For surface impoundment WMU-F (North), freeboard <br /> ranged from approximately 10.25 to 10.75 feet during the third quarter 2015 <br /> monitoring period. Appendix A presents copies of the leachate observation logs, <br /> freeboard observation logs, and surface impoundment monitoring log. <br /> Leachate samples are analyzed in the field for pH, specific conductance, temperature, <br /> and turbidity on a quarterly basis. Results of quarterly field monitoring measurements <br /> for the third quarter 2015 are presented in Table 2-7. <br /> 2.1.7 Surface Water Monitoring <br /> Site run-on and run-off control facilities are designed to effectively channel surface <br /> water to site stormwater/sedimentation ponds. According to the Operations Manager, <br /> there were no discharges from the Forward Unit to surface water during the reporting <br /> period. On August 19, 2015, surface water monitoring stations FSW-1 (downstream) <br /> and FSW-2 (upstream) were reported dry. <br /> 2.2 Summary <br /> Groundwater quality conditions beneath the Forward Unit during the third quarter 2015 <br /> monitoring period are generally similar to those observed in previous monitoring <br /> periods. A non-statistical indication of release was identified at wells MW-16 as a result <br /> of one VOC measured at a quantifiable concentration; and at well MW-17 as a result of <br /> two VOCs measured at a quantifiable concentrations. For the inorganic monitoring <br /> parameters, CLs were exceeded at wells MW-10, MW-18, and MW-19. Verification <br /> sampling for the organic and inorganic CL exceedances is scheduled for October 2015. <br /> For constituent concentrations in "Tracking Mode" increasing trends were calculated for <br /> chloroform at well MW-17 and bicarbonate at well MW-18, however, both constituents <br /> are well below MCLS. Surface water stations were reported dry during the third quarter <br /> M:\2015.0014\FA 3Q15.docx 8 <br />
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