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ARCHIVED REPORTS_2017_3
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ARCHIVED REPORTS_2017_3
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Last modified
7/18/2020 10:03:16 AM
Creation date
7/3/2020 10:59:36 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2017_3
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_3.tif
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EHD - Public
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2016 Corrective Action Evaluation Report - Austin Road Unit <br />Forward Landfill <br />In addition, the Forward Landfill includes 27 perimeter landfill gas monitoring probes spaced <br />1,000 feet apart, pursuant to Title 27 of the CCR. These probes include multi-level monitoring of <br />shallow and deep intervals. Several of the probes also include monitoring of a medial interval. <br />Combined, the perimeter monitoring system includes 77 individual monitoring points. Thirteen <br />of the 27 permanent probes are located around the perimeter of the ARU: GP -13 through GP - <br />25. These 13 probes comprise 39 of the complex's 77 individual monitoring points. <br />Quarterly landfill gas sample results for ARU are provided in Appendix C. These results were <br />provided by SCS Field Services (SCS). ARU perimeter gas monitoring probes were monitored <br />quarterly for methane, carbon dioxide, oxygen, balance gas, and static pressure. Quarterly <br />results are generally consistent from quarter to quarter at the ARU, and methane was not <br />detected in any ARU perimeter monitoring probe above a concentration of 0.1% during the <br />monitoring period. <br />Given the consistency of the perimeter gas monitoring probe data over the past year and the <br />lack of detectable methane above 0.1%, it can be concluded that the gas collection system <br />continues to operate effectively. Forward continues to enhance the landfill gas extraction <br />system including the installation of additional landfill gas extraction wells, the installation of a <br />soil vapor extraction system and regular maintenance and adjustments of the LFG well field by <br />SCS. <br />9 6.0 COMPARISON OF CURRENT TO MODELED GROUNDWATER QUALITY <br />The August 8, 2001 Revised Engineering Feasibility Study for Austin Road Landfill (hereafter, <br />EFS) presented projected isoconcentration contour maps for select VOCs in groundwater based <br />on computer modeling simulations. These simulations projected how the concentrations of <br />individual VOCs could potentially change following the initiation of recharge within the artificial <br />basin. The EFS presented projected maps corresponding to each year following the initiation of <br />recharge, for up to nine years. The four VOCs that were modeled were PCE, trichloroethene <br />(TCE), cis-1,2-dichloroethene (cis-1,2-DCE), and vinyl chloride. <br />In past Annual Corrective Action Evaluation Reports, these projected isoconcentration maps <br />were compared to maps based on contemporary data, collected from the same monitoring <br />wells utilized in modeling. However, the EFS simulations projected that none of the modeled <br />VOCs would be detected above 1 µg/L after nine years of recharge. Use of the recharge basin <br />was initiated in May 2003, and the May 2016 results therefore correspond to approximately 13 <br />years after initiation of the recharge basin. Accordingly, there are no projected <br />isoconcentration maps available for comparison to current results. <br />Consistent with past Annual Corrective Action Evaluation Reports, isoconcentration maps <br />presented in Appendix D are for the four modeled VOCs using the second quarter monitoring <br />Project No. 2016.0007 1 2016 Corrective Action Evaluation Report - Austin Road Unit 5 <br />Forward Landfill <br />
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