2012-12-27_REPORT - M1980244 ‎(13)‎

• Permit No: M1980244
• IBM Index Class Name: REPORT
• Doc Date: 12/27/2012
• Doc Name: QA Mon. & Test Results, ‎(PSES)‎- Append. E, Specs.
• From: CC&V
• To: DRMS
• Email Name: TC1
• Media Type: D
• Archive: No

• establish testing protocols and procedures for correcting and documenting construction
deficiencies;
• discuss any changes that may be needed to ensure that construction will be completed in
compliance with the design; and
• This meeting will be documented by the MANAGER or his designee and copies distributed
to all parties.
5.02 PROGRESS MEETINGS:
The MANAGER will hold a daily progress meeting, either before the start of work or at the completion of
work. At a minimum, this meeting will be attended by the CQA Monitor, INSTALLER and
CONTRACTOR. The purpose of this meeting will be to:
• review all the previous day's accomplishments and activities;
• review scheduled work location and activities for the day; and,
• discuss any problems or potential construction problems.
• This meeting will be documented by the CQA Monitor.
5.03 DEFICIENCY MEETINGS:
Special meetings will be held, as needed, to discuss potential problems or deficiencies. At a minimum,
these meetings will be attended by the CQA Monitor and INSTALLER or CONTRACTOR. If the
problem relates to a design issue, the MANAGER, DESIGN ENGINEER and CERTIFYING
ENGINEER should also be present. The meeting will be documented by the CQA Monitor.
PART 6.0 GEOSYNTHETICS CONSTRUCTION QUALITY ASSURANCE
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Construction of the PSES or specified geosynthetics must be in compliance with the design plans and
SPECIFICATIONS. CC &V shall implement a CQA monitoring and testing program to ensure
construction compliance by the CONTRACTOR. The quality assurance program shall consist of
reviewing CONTRACTOR quality control submittals, material conformance testing, construction
monitoring and testing.
The types of geosynthetics used in the PSES construction include polyethylene pipe, geomembrane,
geotextile, geogrid, and geosynthetic clay liner (GCL). These geosynthetics are defined in the project
SPECIFICATIONS. Prior to and during construction, these geosynthetics shall be sampled and tested to
determine if they meet project SPECIFICATIONS. All tests shall be performed in a geosynthetics
laboratory approved by the MANAGER and CERTIFYING ENGINEER.
6.01 REVIEW QUALITY CONTROL SUBMITTALS:
Prior to geosynthetic installation, the CQA Monitor shall review the INSTALLER'S quality control
submittals to evaluate or confirm that these materials meet project requirements. The CQA Monitor shall
review the QC submittals that are outlined in Section 2776 (Geomembrane), Section 2776.1 (Geosynthetic
Clay Liner), and Section 02777 (Geotextile) of the SPECIFICATIONS.
Section 01400.2 Page 5 of 11 June 19, 2012
Geosynthetic CQA Plan Revision 1