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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
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FilePath
\MIGRATIONS\SW\SW_4434_PR0440003_31130 CORRAL HOLLOW_2012_1.tif
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EHD - Public
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® Verify all manufacturing documentation required by the technical specifications has been <br /> received. <br /> ® Verify a log of geosynthetics received is completed for all geomembrane materials <br /> received. <br /> Damaged geomembrane must be rejected. If rejected, verify material is removed from the site or <br /> stored at a location, separate from accepted geomembrane. Geomembrane that does not have <br /> proper manufacturer's documentation must be stored at a separate location, until all <br /> documentation has been received, reviewed, and accepted. <br /> 5.2.2 Conformance Testing <br /> Prior to manufacturing geomembrane products for this project, the CQA Manager will perform <br /> and review one interface shear test for the prepared .subgrade layer soil layer/geomembrane <br /> interface and geomembrane/geocomposite interface. Direct Shear Tests will be performed on the <br /> sample provided with "submittals for review" from the geosynthetic supplier and in accordance <br /> with the testing procedures outlined the specifications and in section 3.0 of this CQA Manual. <br /> The roll and lot number from which the geocomposite sample is taken, along with the MQC test <br /> data from that lot will be provided. The material properties of the sample provided for direct <br /> shear testing, in particular the asperity height, will be used as a basis for accepting the material <br /> provided for the project. <br /> One geomembrane sample will then be obtained for every 100,000 square feet of material <br /> supplied, and at least one for each resin batch. The material must be sampled at the site by the <br /> CQA monitor or at the manufacturing plant by an independent third party under the direction of <br /> the CQA organization. Samples must be forwarded to an independent testing laboratory for the <br /> conformance testing. The CQA monitor must review all conformance test results and report any <br /> non-conformance to the County and CQA manager. <br /> Perform the following conformance tests on geomembrane: <br /> Sheet Thickness (10 per roll) ASTM D5994 <br /> Asperity Height(10 both sides per roll) GRI-GM12 <br /> Sheet Density ASTM D1505 /D 792 <br /> Tensile Properties ASTM D638 <br /> Carbon Black Content ASTM D 1603 /D4218 <br /> Carbon Black Dispersion ASTM D5596 <br /> ' 5.2.3 Review of Installer's Geomembrane Panel Drawings <br /> Before installing any geomembrane, the installer must submit shop drawings in accordance with <br /> the technical specifications. The shop drawings must show the proposed layout of the panels, <br /> including panel identification numbers, field seams, and any other details that do not conform to <br /> the construction drawings. The CQA monitor must review these drawings prior to geomembrane <br /> installation. <br /> CH CQA Plan 041712 Rev2a.doc 5.4 Construction QuaWAssurance Plan <br />
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