2009-07-15_REVISION - M1980244 ‎(26)‎

• Permit No: M1980244
• IBM Index Class Name: REVISION
• Doc Date: 7/15/2009
• Doc Name: LOB Relocate- Appendix D- Tech Specs 1
• From: CC&V
• To: DRMS
• Type & Sequence: AM9
• Media Type: D
• Archive: No

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the pipe, any foreign material is removed from the interior of the pipe and indentations on the pipe
are within the MANUFACTURER's allowable limits.
Joints and Connections - Monitoring of the jointing and connection operations to verify that the
CONTRACTOR follows the SPECIFICATIONS and the pipe MANUFACTURER's
recommendations, verification that the pipes are clean when installed, that perforated sections of
pipe are aligned properly prior to connection, pipe boot connections are made 'in the field using the
specified rings and clamps, and plastic ties are used to connect the secondary perforated pipes to
primary perforated pipes.
Nondestructive Testing - Observe any required testing of the pipe to verify compliance with the
project SPECIFICATIONS.
PART 7.0 DOCUMENTATION
Documentation kept by the CQA Monitor shall consist of daily record-keeping, documentation of
construction problem resolutions, documentation of design and SPECIFICATION changes, photographic
records, weekly progress reports, chain of custody forms for test sample tracking, and a Construction
Certification Report.
7.01 DAILY RECORD KEEPING:
The CQA Monitor shall keep daily records consisting of field notes, observation and testing data sheets,
summary of the daily meeting with the INSTALLER or CONTRACTOR, and reporting of construction
problems and resolutions. This information shall be submitted on a regular basis to the MANAGER for
review.
7.02 GEOSYNTHETIC OBSERVATION AND TESTING FORMS:
The CQA Monitor shall document geosynthetic observations and test results on forms which include the
following information:
¦ date, project name, location, and weather data;
¦ identification of panel or seam numbers;
¦ description of ongoing construction, detailing deployment areas;
¦ numbering system identifying test or sample number;
¦ location and identification of repairs and date of repair;
¦ length and/or thickness measurements for geomembrane panels or seams;
¦ welding machine temperatures and settings;
¦ welding machine and technician identifications;
¦ location of tests and test results;
¦ identification of testing technicians and time of tests; and
Section 01400.2 Page 9 of 11 September 3, 2008
Geosynthetic CQA Plan Revision 1
SAProjects\1125 CC&V Phase 5 VLF\I - Tech Specs\Arequa IFC Specs\01400.2 rl.doc