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ARCHIVED REPORTS_2016_2
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ARCHIVED REPORTS_2016_2
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Last modified
7/18/2020 12:56:13 PM
Creation date
7/3/2020 10:59:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2016_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_2016_2.tif
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EHD - Public
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11 <br />Water Quality Monitoring Report <br />Forward Landfill <br />with the exception of FU -05 all of the lysimeters were reported dry or there was <br />insufficient soil -pore liquid (< 5 mL) for analysis. As summarized on Table 2-613, seven <br />VOCs were detected in the lysimeter sample collected from lysimeter FU -05. <br />3.1.9 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 (West) for evaporation. During the second quarter 2016, <br />leachate was observed at holding areas WMU FU -03, WMU FU -04, WMU FU -05, WMU <br />FU -06, WMU FU -13, and WMU FU -14 and a total of 265,600 gallons of leachate was <br />removed from the lined areas at an average rate of 2,919 gallons per day. For surface <br />impoundment WMU-F (West) freeboard ranged from approximately 6.08 to 6.58 feet <br />during the second quarter 2016 monitoring period. Appendix A presents copies of the <br />leachate observation logs, freeboard observation logs, and surface impoundment <br />monitoring log. <br />Leachate samples were collected on a quarterly basis and analyzed in the field for pH, <br />specific conductance, temperature, and turbidity. The results of quarterly field <br />monitoring measurements for the second quarter 2016 are presented in Table 3-7. <br />3.1.10 Surface Water Monitoring <br />Site run-on/run-off control facilities are designed to effectively channel surface water to <br />site stormwater/sedimentation ponds. According to the Operations Manager, there <br />were no changes to run-on/run-off control and no discharges to surface water during <br />the reporting period. Surface water monitoring stations ASW -1 (upstream) was sampled <br />on May 2, 2016, while surface water station ASW -2 (downstream) was reported dry <br />during multiple inspections for the second quarter 2016 monitoring period. Del -Tech <br />checked surface water station ASW -2 for water bimonthly on April 15, April 29, May 9, <br />May 27, June, 13, and on June 27, 2016 for the second quarter 2016 monitoring period. <br />Table 3-8 summarizes the current analytical results of surface water samples collected <br />at the Austin Unit. As shown on Table 3-8, toluene (1.2 µg/L) was detected above the <br />PQL in the sample collected from background (upstream) surface water station ASW -1; <br />no other CLs were exceeded at ASW -1 during the monitoring period. Given the fact that <br />ASW -1 is the background surface water station and toluene is a common field <br />contaminant associated with gasoline, the CL exceedance for toluene is attributed to <br />field contamination upgradient of the landfill. Since surface water station ASW -1 is <br />currently dry, verification sampling will be performed during the next sampling event <br />when flow is reported at ASW -1. <br />M:\ 2016.0007\FA 2Q16.docx 13 <br />
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