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ARCHIVED REPORTS_2012_1
Environmental Health - Public
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ARCHIVED REPORTS_2012_1
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Last modified
7/18/2020 7:32:56 AM
Creation date
7/3/2020 11:05:10 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2012_1
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
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4434_PR0440003_31130 CORRAL HOLLOW_2012_1.tif
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EHD - Public
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a Verify equipment used on the geomembrane does not leak hydrocarbons onto the <br /> geomembrane and that corrective measures are taken to prevent leakage. <br /> a Verify the surface beneath the 'geomembrane has not deteriorated since previous <br /> acceptance. <br /> a Verify no stones, construction debris, or other items are beneath the geomembrane that <br /> could damage the geomembrane. <br /> a Verify the geomembrane is not dragged across a potentially damaging surface. If the <br /> geomembrane is dragged across a surface that could damage the geomembrane, the <br /> geomembrane is inspected for scratches and repaired or rejected, if necessary. <br /> a Verify the geomembrane is not placed when the air temperature is less than 40°F, or when <br /> standing water or frost is on the soil liner. <br /> a Verify crews working on the geomembrane do not smoke, wear shoes that could damage <br /> the liner,or engage in activities that could damage the geomembrane. <br /> a Verify methods used to deploy the geomembrane minimize wrinkles and that panels are <br /> anchored to prevent movement by the wind. <br /> a Verify installer corrects any damaged geomembrane resulting from movement by wind. <br /> a Verify no more panels are deployed than can be seamed on the same day. <br /> a Verify that seams of penetrations through the geomembrane such as the neutron probe <br /> access tubes are tested using spark testing(Section 5.1.9)if vacuum testing is not possible. <br /> The CQA monitor must inform both the installer and the CQA Manager if any of the above <br /> conditions are not met. <br /> ' 5.2.7 Trial!Welds <br /> Before the start of geomembrane welding and during welding operations, each welder and <br /> welding apparatus must be tested in accordance with the technical specifications to verify that it <br /> is functioning properly. <br /> One trial weld must be taken before the start of work and one at mid-shift. The trial weld sample <br /> must be at least two (2) feet long and 12 inches wide, with the seam centered lengthwise. The <br /> CQA monitor must observe all trial welding operations and verify that the installer quantitatively <br /> tests each trial weld for peel adhesion and bonded seam strength(ASTM D4437). (Peel adhesion <br /> tests will be referred to as "peel" and bonded seam strength tests will be referred to as "shear" in <br /> this manual.) <br /> The purpose of peel and shear tests is to evaluate seam strength and to evaluate long-term <br /> performance. Shear strength measures the continuity of tensile strength through the seam and <br /> into the parent material. Peel adhesion measures the strength of the bond created by the welding <br /> process. <br /> CH CQA Plan 041712 Rev2a.doc 5-6 Construction Quality Assurance Plan <br />
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