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COMPLIANCE INFO_2026
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COMPLIANCE INFO_2026
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Entry Properties
Last modified
5/6/2026 12:25:39 PM
Creation date
3/20/2026 3:12:51 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
2026
RECORD_ID
PR0440005
PE
4433 - LANDFILL DISPOSAL SITE
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
201060013, 5
CURRENT_STATUS
Active, billable
QC Status
Approved
Scanner
SJGOV\kblackwell
Supplemental fields
Site Address
9999 AUSTIN RD MANTECA 95336
Tags
EHD - Public
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Brendan Kenny <br /> Central Valley Regional Water Quality Control Board <br /> April 15, 2026 <br /> Per the WDRs in the Order, the effluent sample concentration limit for VOCs at the GWTS was not detected <br /> above the practical quantitation limit. Given the results from all effluent samples collected, the GWTS was <br /> compliant with the WDRs during the reporting period. Details regarding influent and effluent sampling, field <br /> sheets, and copies of the laboratory reports are provided under separate cover in the First Quarter 2026 <br /> Groundwater Treatment System Monitoring Report and will be submitted by April 30, 2026. <br /> Residential Treatment Systems <br /> During the reporting period, Forward continued to provide operation, monitoring, and maintenance for 14 <br /> residential GWTSs on Austin and Newcastle Roads. The treatment systems are composed of inline sediment <br /> filters and dual GAC vessels that remove VOCs from the water prior to the water entering the residences. Regular <br /> system sampling and maintenance on the treatment systems are performed by Del-Tech. <br /> The effluent(post-treatment) sample concentration limit for VOCs at each residential GWTS is non-detect. The <br /> effluent results represent the water that flows into the tap at each address. All residential GWTSs were in <br /> compliance with this effluent limit during the reporting period. A separate summary report for the residential <br /> GWTSs is prepared quarterly and the results for the reporting period will be submitted by May 1, 2026. <br /> Landfill Gas Collection and Control System <br /> During the reporting period, the landfill GCCS at the Site was monitored by a network of landfill gas extraction <br /> wells. The landfill gas collected from these wells is routed and split between two onsite flares (FL-100 and FL- <br /> 150) and the onsite landfill gas-to-energy plant operated by Ameresco. Flares FL-100 and FL-150 were previously <br /> reported as Flare A-2 and Flare A-3, respectively. The landfill gas extraction wells are monitored bi-weekly and <br /> landfill gas probes are monitored quarterly by SCS Engineers (SCS) of Modesto, California and reported by <br /> Geosyntec Consultants (Geosyntec)of Oakland, California. The SCS quarterly probe monitoring results and bi- <br /> weekly extraction well monitoring results are included in Tables 1 and 2, respectively, of Geosyntec's First <br /> Quarter 2026 Corrective Action Program Update, which is included as Attachment 2. <br /> The CAO requires annual VOC analysis by United States Environmental Protection Agency(USEPA) Method TO- <br /> 15 for any probe with methane concentrations exceeding 1 percent by volume and/or VOC concentrations <br /> exceeding 10 ppbv (parts per billion by volume). On February 9, 2026, six gas probes (GP-1AD, GP-1 OD, GP- <br /> 1 OM, GP-1 OS, GP-11 M, and GP-11 S) had exceedances of methane greater than one percent by volume. In <br /> addition, four probes had VOC concentrations above 10 ppbv with concentrations ranging from 1,900 ppbv in gas <br /> probes GP-10D and GP-10M to 4,500 ppbv in gas probe GP-11S (Attachment 2, Table 1). As a result, six probes <br /> (GP-1AD, GP-1 OD, GP-1 OM, GP-10S, GP-11M, and GP-11S)will require annual sampling and analysis of VOCs <br /> using USEPA Method TO-15 in accordance with the CAO. The next annual sampling event will be performed no <br /> later than fourth quarter 2026. <br /> In addition, the landfill GCCS undergoes periodic maintenance and tuning to produce the highest percentage of <br /> landfill gas and to minimize the collection of oxygen. The general operation of the landfill GCCS during the <br /> reporting period is documented by Geosyntec (Attachment 2). During the reporting period, the average flow rates <br /> to flares FL-100 and FL-150 were 1,252 and 1,565 standard cubic feet per minute (scfm), respectively. <br /> Except for standard flare malfunctions or shutdowns, the landfill GCCS operated continuously (24 hours per day) <br /> without any significant downtime. A summary of operation time for FL-100 and FL-150 is provided below: <br /> • Flare FL-100 had a total run time of 742.57 hours and a total downtime of 1.43 hours in January 2026, a total <br /> run time of 671.38 hours and a total downtime of 0.62 hours in February 2026, and a total run time of 743 <br /> www.arcadis.com 3/4 <br /> Forward Landfill 1Q26 CAP Update_04.15.2026 <br />
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