_REVISION - M1980244 ‎(30)‎

• Permit No: M1980244
• IBM Index Class Name: Revision
• Doc Name: Appendix E
• From: Cripple Creek & Victor Gold
• To: DMG
• Type & Sequence: AM8
• Media Type: D
• Archive: No

3.04 PROTECTION:
CONTRACTOR shall be responsible for [he following:
A. Do not use equipment or tools which damage the geomembrane by handling trafficking,
excessive heat, leakage of hydrocarbons, or other means.
B. Ensure prepared surface underlying geomembrane has not deteriorated since previous
acceptance, and remains acceptable until acceptance by CC&V, as detailed in Section 3.02.
C. Keep geotextile elements immediately underlying the geomembrane clean and free of debris.
D. Do not permit personnel to smoke or wear damaging shoes while working on geomembrane.
E. Unroll panels in a manner which prevents scratches or crimps in geomembrane and does not
damage supporting Soil Liner Fill.
F. Place panels in a manner that prevents wrinkles (especially differential wrinkles between
adjacent panels).
G. Prevent wind uplift and damage to geomembrane subgrade by providing temporary and
permanent loading and/or anchoring that will not damage geomembrane.
H. Minimize direct contact of equipment and personnel with geomembrane.
I. Protect geomembrane in areas where excessive traffic is expected with geotextiles, extra
geomembrane, or other materials acceptable to MANAGER, DESIGN ENGINEER and
CERTIFYING ENGINEER.
i 3.05 FIELD PANEL DEPLOYMENT:
A. CONTRACTOR shall install field panels at locations indicated on CONTRACTOR'S layout
plan, as approved by MANAGER, DESIGN ENGINEER and CERTIFYING ENGINEER.
B. CONTRACTOR shall replace damaged (i.e., tom, twisted, or crimped) field panels, or
portions [hereof, at no cost to CC&V. CONTRACTOR shall repair less serious damage
according to Article 3.10 of [his Section, at no cost to CC&V. CERTIFYING ENGINEER
shall determine if material is to be repaired or replaced.
C. CONTRACTOR shall remove damaged panels, portions of damaged panels, and other
geomembrane scrap.
D. CONTRACTOR shall not deploy more geomembrane field panels in one day than can be
seamed during the day of deployment.
E. Geomembrane deployment shall proceed between ambient temperatures of fourteen degrees
(14° F) Fahrenheit to one-hundred degrees (100°) Fahrenheit. Geomembrane placement shall
not be done during any precipitation, in the presence of excessive moisture (e.g., fog, rain,
dew) or in the presence of excessive winds, as determined by the CQA Monitor.
F. Following the installation of the geomembrane, an examination of the entire surface shall be
conducted to detect potentially harmful rocks or other objects. Any such objects will be
removed and the geomembrane repaired by the CONTRACTOR, at no cost to CC&V.
3.06 FACTORY SEAMS:
Section 02776 Page 13 of 20 October 25, 2000
Geomembrane Golder Associates Revision 8
D:\PHASEIV PSSA CERTMPENDICIESWPPENDIX ETECHNICAL SPECIFICAT[DNS\993-2099021]61 RB.DOC