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ARCHIVED REPORTS_2017_2
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ARCHIVED REPORTS_2017_2
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Last modified
7/18/2020 12:35:02 PM
Creation date
7/3/2020 10:59:33 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2017_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_2017_2.tif
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EHD - Public
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Water Quality Monitoring Report <br />Forward Landfill <br />an average rate of 7,633 gallons per day. For surface impoundment WMU-F (West) Freeboard <br />ranged from approximately 4.1 to 10.0 feet during the second quarter 2017 monitoring period. <br />Appendix A presents copies of the leachate observation logs, freeboard observation logs, and <br />surface impoundment monitoring log. <br />Leachate samples are collected on a quarterly basis and analyzed in the field for pH, specific <br />conductance, temperature, and turbidity. The results of quarterly field monitoring <br />measurements results for the second quarter 2017 are presented in Table 3-7. <br />3.1.10 Surface Water Monitoring <br />Site run-on and run-off control facilities are designed to effectively channel surface water to <br />site stormwater/sedimentation ponds. According to the Operations Manager, no stormwater <br />was discharged to surface water (North Little Johns Creek) during the reporting period. Surface <br />water monitoring stations ASW -1 (upstream) and ASW -2 (downstream) were sampled on April <br />28, 2017 for the second quarter 2017 monitoring period. Table 3-8 summarizes the current <br />analytical results of surface water samples collected at the Austin Unit. As shown on Table 3-8, <br />similar concentrations were measured in both up and downstream samples and no VOCs were <br />detected in either sample. Furthermore, no CLs were exceeded at downstream point ASW -2. <br />Is 3.1.11 Corrective Action Monitoring <br />The Groundwater Treatment Facility (GTF) at the Austin Unit has been operational since 1994 <br />to mitigate impacts from landfill releases. Impacted groundwater is extracted from four wells <br />(EW -1, EW -2, EW -311, and EW -4) that pump groundwater through an air stripper treatment <br />system to remove VOCs. Treated groundwater is discharged to an infiltration pond <br />(constructed in 2003) north of the Austin Road Unit of the Forward Landfill. During the <br />monitoring period, the GTF treated 15.9 million gallons of groundwater and removed <br />approximately 0.23 pounds of VOCs. Details regarding corrective action remediation system <br />operations and performance evaluation for the second quarter 2017 are presented in Appendix <br />C. <br />C <br />3.2 Summary <br />Groundwater quality conditions beneath the Austin Unit during the second quarter 2017 <br />monitoring period indicates that CL exceedances and/or non -statistical indication of release <br />were identified at DMP wells AMW-6 and AMW-12 during the second quarter 2017 monitoring <br />period. The PCE concentration measured at DMP well AMW-12 (6.6 ug/L) exceeded the state <br />and federal MCL (5.0 ug/L) and also exhibited an increasing trend. In a letter dated July 31, <br />2017, the RWQCB was notified of the CL exceedances in wells AMW-6 and AMW-12. For the <br />CAP/evaluation wells, 17 of 28 wells reported one or more VOCs exceeding a PQL, with CAP <br />well AMW-22S having the highest total concentration of VOCs (94.46 µg/L). Surface water <br />samples collected from the upstream and downstream surface water monitoring stations <br />Project No. 5017.1030 1 Water Quality Monitoring Report 13 <br />July 2017 <br />
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