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CORRESPONDENCE_2011
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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4400 - Solid Waste Program
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CORRESPONDENCE_2011
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Entry Properties
Last modified
4/27/2021 2:41:31 PM
Creation date
7/3/2020 11:04:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2011
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\cfield
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4434_PR0440003_31130 CORRAL HOLLOW_2011.tif
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EHD - Public
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(12/13/2011)Vinoo Jain .Y- RE:yy FW contac info <br /> f <br /> I need to know how the properties of the GCL varies with varying, <br /> confining stress. Do you have a graph that shows how permeability varies <br /> with varying confining stress? <br /> The published permeability is 5x10-9 cm/sec max per ASTM D 5084 under <br /> the test conditions of 5 psi maximum confining stress and 2 psi head. <br /> What would be the permeability under a confining stress of 2 feet of <br /> topsoil? I imagine the permeability would go up.... <br /> Thanks <br /> Vinoo <br />
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