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ARCHIVED REPORTS_1999_1
Environmental Health - Public
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ARCHIVED REPORTS_1999_1
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Last modified
7/17/2020 3:53:20 PM
Creation date
7/3/2020 10:47:55 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1999_1
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_1999_1.tif
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EHD - Public
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WMU D-99 Construction September 1999 <br /> Forward Landfill Job No.986011.02 <br /> project specifications, the welding technician and the GSE supervisor were <br /> notified and advised to take corrective action or put that machine out of service. <br /> Documentation of the trial welds was prepared by Vector and included the date, <br /> time, temperature, machine number, technician, and results of the shear and <br /> peel testing. The geomembrane start-up trial weld logs are presented within <br /> Appendix K. <br /> 5.4.5 Geomembrane Field Seaming <br /> The HDPE geomembrane panels were seamed using dual hot wedge and <br /> extrusion welding techniques by the GSE crews. The majority of seams were <br /> joined using double wedge welders, with difficult geometries, repairs and tie-ins <br /> made using extrusion welders. <br /> Vector's CQA Monitor observed the seaming activities and observed for <br /> proper panel overlap, cleanness of the seams, grinding where required, and <br /> observed the speed and weld temperatures of the equipment used. <br /> Documentation of this activity was recorded on a geomembrane seaming log. <br /> These field seaming logs recorded information on the seam number and length, <br /> date, time, welding machine, technician, machine temperature, and wind <br /> condition, and are presented within Appendix K. <br /> 5.4.6 Geomembrane Nondestructive Seam Testing <br /> After seaming of the panels was completed, the GSE QC technician and <br /> Vector's CQA Monitor inspected the seams and panels for defects. Any <br /> defective seams or tears, holes, non-dispersed resin beads or other defects were <br /> marked for repairs. Seam continuity was tested by GSE using the air pressure <br /> method for double wedge welded seams and the vacuum box method for <br /> extruded seams. <br /> Vector's CQA Monitor observed the seam continuity testing and repairs <br /> performed by GSE. Vector observed the air pressure and vacuum box testing to <br /> ensure that the seams were satisfactory. During the air pressure testing, <br /> Vector's CQA Monitor observed the pressure and pressure drop after puncturing <br /> Vector Engineering, Inc. • 12438 Loma Rica Dr.,#C • Grass Valley, CA• (530)272-2448 <br /> -14- <br />
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