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ARCHIVED REPORTS_1988_4
Environmental Health - Public
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ARCHIVED REPORTS_1988_4
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Last modified
7/17/2020 3:52:56 PM
Creation date
7/3/2020 11:04:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1988_4
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_1988_4.tif
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EHD - Public
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is included as Appendix C of this Engineering Review. <br /> A Calderon Air Quality Solid Waste Assessment Test (AQSWAT) was <br /> completed for the site in September of 1988 to comply with the <br /> Calderon amendments to the Health and Safety Code, Section 41805. <br /> The testing procedures employed were approved by the San Joaquin <br /> Local Air Pollution Control District prior to implementation. <br /> The AQSWAT report was submitted to the District on October 3, <br /> 1988. A copy of the AQSWAT Report is included as Appendix D of <br /> this Engineering Review. <br /> The AQSWAT testing performed at the site included installation of <br /> gas monitoring probes around the perimeter of the site and near <br /> the on-site structures. The test results determined: <br /> 1) The effect of landfill gases on ambient air at the site <br /> boundary. <br /> 2) The composition of the gas stream within the landfill. <br /> 3) Whether gas is migrating off-site. <br /> A summary of the testing results are contained in Section 6 of <br /> the AQSWAT Report. <br /> F. Access and service roads: <br /> Information on access and service roads is contained in Item <br /> IIIA. , above. <br /> G. Liners: <br /> The Corral Hollow Sanitary Landfill does not have a liner. <br /> Refuse has been landfilled at the site by digging of trenches in <br /> native material and filling of these trenches with waste. <br /> It should be noted that Section 2533 (b) of Subchapter 15 does <br /> not require placement of a clay liner with permeability of 1 X <br /> 10"6 cm./sec. or less for Class III sites if the site <br /> characteristics ensure no impairment of beneficial uses of <br /> surface or ground water beneath or adjacent to the site. <br /> Impairment of groundwater from landfills generally occurs when <br /> leachate, formed from decomposed waste combined with moisture <br /> within the fill, migrates downward through the soils beneath to <br /> the groundwater. This may be caused by precipitation entering <br /> the fill which produces leachate under a hydraulic head in the <br /> fill resulting in downward migration of the leachate. <br /> The Corral Hollow Sanitary Landfill possesses many site <br /> 30 <br />
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