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ARCHIVED REPORTS_2014_8
Environmental Health - Public
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ARCHIVED REPORTS_2014_8
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Last modified
7/18/2020 12:38:44 PM
Creation date
7/3/2020 10:58:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2014_8
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_2014_8.tif
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EHD - Public
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L <br />Austin Unit - In 1989 a Solid Waste Assessment Test (SWAT) performed for the Austin Unit, <br />found significant VOC impacts to groundwater downgradient of the Austin Unit. During the <br />2013 monitoring year VOCs continue to be measured at quantifiable concentrations in several <br />monitoring wells. An Engineering Feasibility Study (EFS) performed for the Austin Unit <br />indicated that the primary source of the VOC impacts to groundwater was from landfill gas. In <br />response to the VOC impacts to groundwater at the Austin Unit, Forward submitted a CAP to <br />mitigate VOC impacts to groundwater downgradient of the Austin Unit. The CAP was approved <br />by the RWQCB in June 1991 and the groundwater treatment facility (GTF) began operations in <br />1994. Since 1998, groundwater impacts have been identified up to 4,000 feet downgradient <br />(northeast) of the landfill and appears to have migrated to a lower depth at the leading edge of <br />the plume. With the exception of well A -1, trend analyses indicates statistically significant <br />decreasing or static trends for VOCs measured in CAP wells, suggesting that the current <br />corrective action measures have been successful in reducing facility related groundwater <br />impacts downgradient of the Austin Unit. <br />2.4 Surface Water Hydrology <br />The South Fork of Littlejohns Creek flows within confining levees in a southwesterly direction <br />along the southern edge of the Forward Unit and along the south side of the southern <br />expansion area of the site. Similarly, the North Fork of Littlejohns Creek flows southwesterly <br />along the northern side of the Austin Unit. The majority of flow from these drainages is from <br />the surrounding agricultural activities and occurs during and after relatively heavy periods of <br />precipitation. Within the Forward Landfill, site run-on and runoff is channeled to on-site storm <br />water/sedimentation ponds. <br />3.1 Landfill Gas Monitoring <br />The LFG migration monitoring network at the Forward Landfill consists of 29 perimeter soil - <br />pore gas monitoring probes (Figure 1), which were installed to monitor and fulfill regulatory <br />standards for subsurface migration, as required by the applicable local, state, and federal <br />regulations (e.g., CCR27, Section 20925). Generally compliance levels (5% methane) in <br />perimeter soil -pore gas probes have not been exceeded. In the event that compliance levels <br />are exceeded, Forward Inc. makes regular adjustments to the landfill gas extraction system to <br />optimize efficiency of the landfill gas extraction system and continues to install additional <br />landfill gas extraction wells, on an as needed basis. <br />D:\2014-0012\FA finassur.doa 4 <br />3/10/2014, Rev. 0 <br />
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