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ARCHIVED REPORTS_2013_8
Environmental Health - Public
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ARCHIVED REPORTS_2013_8
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Last modified
7/17/2020 3:53:43 PM
Creation date
7/3/2020 10:57:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2013_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
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2013_8.tif
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EHD - Public
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• Verify that there is no free moisture in the weld area. <br /> • Measure surface temperature of the panels every 2 hours. <br /> 4.2.4 Seam Testing <br /> Nondestructive Seam Testing. The purpose of nondestructive geomembrane testing is to detect <br /> discontinuities or holes in the seams. Nondestructive geomembrane tests include vacuum and air <br /> pressure testing. Nondestructive testing must be performed over the entire length of the seam. <br /> It is the Geosynthetic Contractor's responsibility to perform all nondestructive testing as part of his <br /> quality control(QC)program. The QA/QC Inspector's responsibility is to observe and document that <br /> the Geosynthetic Contractors QC testing is in compliance with the Specifications and to document <br /> seam defects and repairs. <br /> Nondestructive testing procedures are described below: <br /> • For welds tested by vacuum method the weld is placed under suction utilizing a vacuum <br /> box constructed with rigid sides, a transparent top for viewing the seams, a neoprene <br /> rubber gasket attached to the bottom of the rigid sides,a vacuum gauge on the inside,and <br /> a valve assembly attached to a vacuum hose connection. The box is placed over a seam <br /> section that has been thoroughly saturated with a soapy water solution(1 oz. soap to 1 • <br /> gallon water). The rubber gasket on the bottom of the box must fit snugly against the <br /> soaped seam section of the panel, to ensure a leak-tight seal. A vacuum pump is <br /> energized and the vacuum box pressure reduced to approximately 5-psi gauge. Any <br /> pinholes,porosity or non-bonded areas are detected by the appearance of soap bubbles in <br /> the vicinity of the defect. Dwell time must not be less than 10 seconds. <br /> • Air pressure testing is used to test double seams that have enclosed air space between <br /> them. Both ends of the air channel must be sealed. A pressure feed device, usually a <br /> needle equipped with a pressure gauge, is inserted into one end of the channel. Air is <br /> then pumped into the channel to a minimum pressure of 30 psi or 2 psi per mil of <br /> geomembrane thickness,whichever is greater. A two-minute relaxing period is allowed <br /> for the pressure to stabilize. The air chamber must sustain the pressure for a further 5 <br /> minutes without losing more than 2 psi. Following a passed pressure test,the opposite <br /> end of the tested seam must be punctured to release the air. The pressure gauge must <br /> return to zero, if not,a blockage is likely in the seam channel. Locate the blockage and <br /> test the seam on both sides of the blockage. The penetration holes must be sealed after <br /> testing. <br /> During nondestructive testing,the QA/QC Inspector will: <br /> • Review Specifications regarding test procedures. <br /> Page 32 <br />
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