2012-12-27_REPORT - M1980244 ‎(17)‎

• Permit No: M1980244
• IBM Index Class Name: REPORT
• Doc Date: 12/27/2012
• Doc Name: QA Mon. & Test Results, Ph. 5 Berm Mod.-Apend. E Specs.
• From: CC&V
• To: DRMS
• Email Name: TC1
• Media Type: D
• Archive: No

Section 02776
Geomembrane
c. Thickness of geomembrane and surface area of the installed geomembrane.
d. Type of seaming, patching, and tacking equipment.
e. A copy of the MANUFACTURER's and/or Fabricator's approval letter(s) and/or
license(s), if applicable.
B. CONTRACTOR shall provide the following information after contract award but within ten (10)
days prior to geomembrane arrival on -site and prior to commencement of the Work:
1. A copy of each of the Quality Control Certificates on each lot of resin issued by the resin
Supplier for the specific material for this project including certification of the resin for
extrusion welding.
2. The results of Quality Control testing conducted by the MANUFACTURER on the resin
used in manufacturing the specific material for this project.
3. A listing that correlates the resin to the individual geomembrane rolls and welding rods.
4. A copy of the geomembrane roll Quality Control Certificates. These certificates shall be
supplied at a minimum frequency of one (1) per every fifty thousand (50,000) square feet of
geomembrane material produced. These certificates shall be issued only for the individual
geomembrane rolls sampled and tested by the MANUFACTURER or its representative.
The certificates will contain test results of properties outlined in Article 2.01 of this Section.
MANAGER reserves the right to refuse use of any geomembrane supplied without the
proper quality control documentation at no cost to CC &V.
5. A detailed list of performance criteria for the geomembrane material being produced for this
project. (Note: Performance criteria are sometimes referred to as "minimum property
values." Refer to Articles 2.01 and 2.02 of this Section for geomembrane properties and
Test Methods.)
6. Resume from the INSTALLER of the Installation Superintendent, Master Seamer, and
Quality Control Inspector to be assigned to the work, including dates and duration of
employment.
7. Certification from the INSTALLER that both the Installation Supervisor, Quality Control
Inspector, and Master Seamer have reviewed the SPECIFICATIONS, Construction Quality
Assurance Plan, and the DRAWINGS.
8. A panel layout drawing showing the proposed installation layout identifying field seams and
including areas such as sumps, trenches and pipe penetrations as well as any variance or
additional details that deviate from the DRAWINGS. The layout shall be adequate for use
as a construction plan and shall include dimensions, details, etc. Any proposed variance or
deviation from these documents shall be submitted to MANAGER in writing a minimum of
seven (7) Working days prior to the scheduled start of geomembrane installation and will be
accepted/rejected by CERTIFYING ENGINEER prior to start of installation.
9. A list of personnel performing field- seaming operations along with pertinent experience
information.
10. All geosynthetic Quality Control Certificates required by these SPECIFICATIONS.
C:\AMEC_CC&V\Phase 5 VLF \PSSA Cert Report\Appendices\Appendix E \SPECS \02776 rt doc
Page 2 of 22 September 3, 2008
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