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ARCHIVED REPORTS_2013_3
Environmental Health - Public
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ARCHIVED REPORTS_2013_3
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Last modified
7/17/2020 3:53:43 PM
Creation date
7/3/2020 10:57:13 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2013_3
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_3.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 />Field 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 0 <br />
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