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ARCHIVED REPORTS_2003
Environmental Health - Public
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2003
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Last modified
7/17/2020 3:53:21 PM
Creation date
7/3/2020 10:41:47 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2003
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
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440004_6484 N WAVERLY_2003.tif
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EHD - Public
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U <br />n <br />Foothill Sanitary Landfill — Module 1 December 2003 <br />County of San Joaquin Job No. 031602.00.02 <br />channel on the seams. Vector also observed that the vacuum box and spark testing <br />was conducted according to the specifications. The air pressure test log for the wedge <br />welded seams is presented within the seaming log in Appendix J. <br />For extrusion welds and repairs, the seam number, date, technician, test type, repairs, <br />location, and passing test results were logged by Vector's CQA Monitor on a <br />geomembrane non-destructive testing log. This information is presented within <br />Appendix J. <br />® Destructive Seam Testing <br />General - In addition to nondestructive quality control, destructive <br />samples were obtained at random locations. The purpose of these tests was to <br />evaluate seam strength and integrity. The testing method was in accordance with <br />ASTM D6392. <br />Location and Frequency - Vector's CQA Monitor selected the destructive <br />sample locations at a frequency of approximately one sample per 500 linear feet <br />of seam. 171 samples were collected and tested from approximately 84,500 <br />linear feet of seam, resulting in a test frequency of 1 test per 494 linear feet. <br />Additional destructive samples were obtained if there were any failures or if there <br />was an indication of overheating, contamination, or other adverse conditions. <br />Sampling Procedure - D & E cut the samples as directed by Vector's <br />CQA Monitor. Vector's CQA Monitor observed the cutting and assigned sample <br />numbering, reviewed all the information (sample number, seam number, <br />seaming apparatus, operator identification, location, date, and time welded). <br />Vector's CQA Monitor recorded the samples collected and sample location on <br />the panel layout drawing. <br />All holes in the geomembrane resulting from destructive seam sampling were <br />covered by D & E immediately after sampling. The repair was completed by <br />placing a patch of the same material and welding it using a normal extrusion <br />Vector Engineering, Inc. - 143E Spring Hill Drive • Grass Valley, CA 95945 • (530) 272-2448 <br />31 <br />
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