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D. Field Samples <br />1. Geomembrane sampling and testing shall be conducted in accordance with the project <br />SPECIFICATIONS for the following: <br />a. trial seam testing (Article 3.07 of this Section) <br />b. destructive seam testing (Article 3.09 of this Section) <br />2. CONTRACTOR shall maintain on -site a minimum of one spare operable tensiometer and <br />provide documentation indicating that all tensiometers used at the project were calibrated <br />within 60 days prior to the tensiometer arriving on -site for testing field samples. <br />E. In order to prevent wind - damaged geomembranes from being placed, the following Quality <br />Assurance procedures shall be followed: <br />1. CONTRACTOR shall perform its Work and utilize sufficient ballast as necessary to <br />prevent wind uplift of the geomembrane panels. <br />2. If wind damage should occur, CERTIFYING ENGINEER shall determine if the <br />geomembrane shall be repaired or replaced. Wind damage to the geomembrane will include <br />wrinkles, creases, and tears, as determined by CERTIFYING ENGINEER. <br />3. Repair or replacement of the wind - damaged geomembrane shall be completed by <br />CONTRACTOR at no additional cost to CC &V. <br />4. As determined by MANAGER and CERTIFYING ENGINEER, the geomembrane panel <br />may be rejected at no cost to CC &V. <br />1.04 DELIVERY, STORAGE, AND HANDLING <br />A. Packing and Shipping <br />1. Labels on each roll delivered to Site shall identify the following. <br />a. MANUFACTURER's name <br />b. Product Identification <br />C. Thickness <br />d. Roll number <br />e. Batch or lot number <br />f. Panel number (when applicable) <br />g. Roll dimensions <br />2. CONTRACTOR shall ensure that geomembrane rolls are properly loaded and secured to <br />prevent damage during transit. <br />Section 02776 Page 5 of 22 September 3, 2008 <br />Geomembrane Revision 1 <br />CA AMEC_CC &V\Phase 5 VLF\PSSA Cert ReportWppendicesWppendix E \SPECS \02776A.doc <br />