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ARCHIVED REPORTS_2013_7
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ARCHIVED REPORTS_2013_7
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Last modified
9/14/2020 4:01:31 AM
Creation date
7/3/2020 11:06:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2013_7
RECORD_ID
PR0440003
PE
4434
FACILITY_ID
FA0003698
FACILITY_NAME
CORRAL HOLLOW LANDFILL
STREET_NUMBER
31130
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25303010
CURRENT_STATUS
01
SITE_LOCATION
31130 CORRAL HOLLOW RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\SW\SW_4434_PR0440003_31130 CORRAL HOLLOW_2013_7.tif
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EHD - Public
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Passive Systems <br /> Passive systems rely on wind-driven turbines to promote flow of landfill gases to the <br /> atmosphere. Depending on local air quality regulations, gases are either filtered or <br /> discharged directly to the atmosphere. Reduction of landfill gas within the landfill wastes <br /> adjacent to the release area is often effective at minimizing the vertical migration of landfill <br /> gas to groundwater beneath the wastes, thereby reducing the potential for migration in the <br /> aquifer. <br /> An enhanced gas venting system would minimize offsite gas migration and maximize the <br /> volume of landfill gas discharged to the atmosphere (or through a filter system) using a <br /> network of gas wells. <br /> Active Systems <br /> An active gas system typically relies on a series of vertical gas wells to collect gases from <br /> wastes. A vacuum is induced by a powered-blower, and the gas wells are usually connected <br /> . together in a "header" system. The collected gases are typically either flared or used to <br /> generate power in a co-generation plant. The CHSL has a flare system that has sufficient <br /> capacity to accept additional landfill gas. The design basis for landfill gas control system <br /> enhancements assumes that this system will tie into the existing landfill gas control system. <br /> The primary advantage of an active LFG collection system is that it can change the pressure <br /> gradients within the refuse, thus causing LFG to flow into the collection system rather than <br /> into contact with groundwater. <br /> As previously noted, an active LFG collection system has been installed at the CHSL (Figure <br /> 6). Inspection of the spacing of the original landfill gas collection system indicates an <br /> average gas extraction well density of about one well per acre, with wells distributed <br /> relatively evenly throughout the waste prism. Additional LFG wells were installed in refuse <br /> near the northeastern corner of the landfill, but not in the recently-discovered refuse in <br /> Caltrans property. <br /> Enhancement of the gas collection system would focus on installing wells in the 1.3-acre <br /> segment of waste that is outside the current closure limit. Additional landfill gas extraction <br /> in this area of the site could reduce the VOC load in the waste, and reduce the migration <br /> potential to groundwater. <br /> Engineering Feasibility Study Geo-Logic Page ■ 10 <br /> Corral Hollow Sanitary Landfill <br /> wssocIwrEs <br /> January 25,2013 <br />
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