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ARCHIVED REPORTS_2015
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2015
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Last modified
7/17/2020 3:53:49 PM
Creation date
7/3/2020 10:46:09 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2015
RECORD_ID
PR0440004
PE
4433
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
01
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
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FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2015.tif
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EHD - Public
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As-Built CQA Report for the Construction of Area 2A at the Foothill Sanitary Landfill <br /> San Joaquin County,California <br /> • manufacturers' plants and the conformance samples were shipped to their Anaheim laboratory by <br /> sampling technicians. AES had provided lists of samples for conformance testing, based on the <br /> quantity, batch numbers, and review of MQC test results. Conformance samples for additional <br /> geotextile rolls brought in due to material shortage were selected and sampled at the site by AES <br /> CQA Monitors. <br /> Conformance test samples were taken across the entire width of the roll and did not include the <br /> first 3 feet. Samples were typically 3 feet long by the roll width. After samples were cut from the <br /> rolls, they were marked to show the machine direction with an arrow and the manufacturer's roll <br /> number on each sample. This sampling protocol was followed by Precision for their sampling at the <br /> plants and by AES for sampling the rolls at the landfill Site. <br /> The results of conformance tests were reviewed to verify compliance with the Specification <br /> requirements. Appendix G (G.1 though G.5) includes the conformance test results for various <br /> geosynthetic materials. <br /> Appendix GA -GCL <br /> Appendix G.2 -60-mil DST HDPE Geomembrane <br /> Appendix G.3 -8-oz Geotextile <br /> Appendix G.4-Geocomposite <br /> • Appendix G.5 -Interface Shear Test Results <br /> 6.4.1 GCL Conformance Testing <br /> The GCL used in the Area 2A composite liner construction was BentoLiner NWL-45 manufactured <br /> by GSE Environmental, LLC (GSE) at their plant at Spearfish, South Dakota. It consisted of sodium <br /> bentonite encapsulated between two 6-oz nonwoven geotextiles, needle-punched to prevent <br /> separation during transport, handling, and installation, and to provide reinforcement designed to <br /> achieve relatively high internal and interface strengths. Following approval of the MQC data, <br /> conformance samples were collected at the Manufacturer's plant based on a test frequency of one <br /> sample per 100,000 sf or one sample per lot, whichever gave a greater number of tests. A total of <br /> 311 rolls, each 15.5 ft wide and 150 ft in length, for a total area of 720,750 sf, were supplied for the <br /> project. Precision collected a total of 11 samples of GCL,and performed conformance testing for the <br /> following properties, as per the Specifications. The test results are summarized below and are <br /> listed in Table 7. The laboratory data sheets are included in Appendix G.1. All of the test results <br /> were in conformance with the Project Specifications. <br /> • <br /> PA14 Projects114-101(SJCDPW North County and Foothillffoothill CQAIRepoffinal Repoffoothill CQA Rport-Final.docx <br /> 19 <br />
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