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ARCHIVED REPORTS_2013_3
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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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Final Construction Quality Assurance Report—WMU FU -13 <br />Forward Landfill <br />provided by the manufacturer. Following inspection of the rolls and review of the MQC <br />certificates, the material was approved for deployment. A copy of the Geocomposite Receiving <br />Logs and the manufacturer's quality control data are included in Appendix L. <br />5.5.3 Conformance Testing <br />Select samples of the geocomposite were cut from random rolls at the manufacturing plant by <br />the third party testing laboratory, TRI, for conformance testing in accordance with the project <br />specifications and CQA manual. Conformance testing included: <br />• thickness of geonet core (ASTM D-5199); <br />• peel strength (GRI GC7); and <br />• index transmissivity (ASTM D-4716). <br />Direct shear testing of the geocomposite has been discussed previously. A total of 3 <br />geocomposite samples were tested for conformance. Based on 288,000 ft2 of geocomposite <br />received, this testing frequency corresponds to one test per 96,000 ft2 which satisfies the <br />requirement of one test per 100,000 ft2. Results of the conformance testing indicated that the <br />materials met the requirements of the project specifications. Detailed test results are included <br />in Appendix L. • <br />5.5.4 Deployment <br />The panel deployment procedure was observed and documented by GLA's CCW Monitor. The <br />CQA monitor observed that the conditions for deployment described in the CCW Manual were <br />followed during deployment of the geocomposite materials. GLA's CCW Monitor continuously <br />observed deployment activities to ensure no damage occurred to the underlying components. <br />The seam overlap, seaming, tie-ins, and other manufacturer's written guidelines were followed. <br />GLA's CQA Monitor observed that the components of the geocomposite (geotextile-geonet) <br />were not bonded at the edges of the rolls to allow for the geonet ties. <br />5.5.5 Repair <br />The materials were checked for defects during deployment and any holes or tears were <br />identified and repaired prior to placement of the cover materials. <br />• <br />28 Geo -Logic <br />ASSOCIATES <br />
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