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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
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2013_8.tif
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EHD - Public
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• Verify that the geomembrane is not dragged across an unprotected surface. If the <br /> geomembrane is dragged across an unprotected surface, the geomembrane must be <br /> inspected for scratches and repaired or rejected, if necessary. <br /> • Record weather conditions including temperature,approximate wind speed and direction, <br /> and approximate humidity.Verify that the geomembrane is not deployed in the presence <br /> of excess moisture(fog,dew,mist,etc.). In addition,verify that the geomembrane is not <br /> placed when the air temperature is less than 400F, or when standing water or frost is on <br /> the ground. <br /> • Verify that crews working on the geomembrane do not smoke, wear shoes that could <br /> damage the liner, or engage in activities that could damage the geomembrane. <br /> • Verify that methods used to deploy the geomembrane minimize wrinkles and that panels <br /> are anchored to prevent movement by the wind. Verify that the Contractor corrects any <br /> damage resulting to or from windblown geomembrane. <br /> • Verify that no more panels are deployed than can be seamed on the same day. <br /> The QA/QC Inspector must inform both the Geosynthetics Contractor and the QA/QC Manager if <br /> any of the above conditions are not met. <br /> Feld Seaming. Before the start of geomembrane welding and during welding operations, each <br /> welder and welding apparatus will be tested in accordance with the specifications to verify that the <br /> equipment is functioning properly. One trial weld will be taken before the start of work and one at <br /> mid-shift. The trial weld sample will be 3-feet-long and 12-inches-wide, with the seam centered <br /> lengthwise. The QA/QC Inspector will observe all welding operations and verify that the <br /> Geosynthetics Contractor quantitatively tests each trial weld for peel adhesion(ASTM D 413)and <br /> bonded seam strength(ASTM D 3083). (Peel adhesion tests will be referred to as"peel'and bonded <br /> seam strength tests will be referred to as"shear"in this manual.) The purpose of peel and shear tests <br /> is to evaluate seam strength and to evaluate long-term performance. Shear strength measures the <br /> continuity of tensile strength through the seam and into the parent material. Peel adhesion measures <br /> the strength of the bond created by the welding process. The results of the peel and shear tests will <br /> be recorded on the trial weld form. Trial welds must be completed under conditions similar to those <br /> under which the panels will be welded. Trial welds must meet specified requirements for peel and <br /> shear and the failure must be ductile or a film tearing bond(FTB)for a wedge weld.An FTB means <br /> the test specimen breaks at the edge of the outside of the seam,but not in the same seam. If at any <br /> time the QA/QC Inspector believes that welding apparatus is not functioning properly, a trial weld <br /> must be performed. If there are wide changes in temperature (> 300F.), humidity, or wind speed, <br /> another trial weld must be performed. The trial weld must be allowed to cool to ambient <br /> temperature before it is tested. <br /> During geomembrane welding operations,the QA/QC Inspector will: <br /> Page 30 <br />
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