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defects and for damage. This inspection shall be conducted without unrolling rolls unless <br /> defects or damages are found or suspected. CLC shall indicate any damage to the <br /> Owner's Representative. The Owner shall immediately report to CLC any damage known <br /> to exist prior to delivery or that may have occurred during off-loading/handling. <br /> 2.2.0 Storage <br /> The Owner shall provide storage in location (or several locations) such that on-site <br /> transportation and handling are minimized. Storage space should be protected from <br /> theft, vandalism, passage of vehicles,and be adjacent to the area to be lined. <br /> 2.2.1 Special Consideration for Welding Rod or GCL Liner <br /> Should any welding rod or geoclay(GCL) liner be delivered to the site prior to CLC <br /> arrival, such materials shall be immediately secured in a sheltered/dry condition and <br /> maintained in such condition until deployed by CLC personnel. <br /> PART III <br /> SITE PREPARATION&INSPECTION <br /> 3.1.0 Anchor Trench Systems <br /> All Anchor Trench Systems shall be excavated by others (unless otherwise specified)to <br /> the lines and widths shown on the design drawings, prior to geomembrane placement. <br /> 3.2.0 Site Inspection <br /> Immediately prior to installation, the subgrade shall be jointly inspection walked by the <br /> Owner's Representative and CLC personnel to determine it's worthiness to accept the <br /> specified lining system. The decision to repair cracks, if any, should be made only by the <br /> Owner's Representative. Once properly prepared, CLC will sign acceptance of the surface <br /> condition of the subgrade. The integrity of the underlying soil shall remain the <br /> responsibility of the owner/earthwork contractor. <br /> Subgrade Preparation Recommendations: <br /> No liner shall be placed on surfaces not previously found acceptable by the CLC <br /> supervisor or his agent. <br /> Surfaces to be lined shall be compacted, smooth, and free of all rocks greater than 3/8" <br /> in diameter, sharp angular stones, sticks, vegetation, rots, sharp objects, gravel, or <br /> debris of any kind. The surface shall provide a firm, unyielding foundation for the lining <br /> system with no sudden, sharp or abrupt changes or breaks in grade or geometry. <br /> Part IV <br /> PANEL DEPOLYMENT AND TRACKING <br /> 4.1.0 Weather and Site Conditions <br /> Panel placement shall not take place during precipitation,or in the presence of excessive <br /> winds(unless wind barriers are provided). In addition, deployment shall not take place <br /> in any areas of ponded water. <br /> 4.2.0 Panel Identification <br /> Panels are portions of roll stock membrane that are field cut to size as required for <br /> Created by Colorado Lining International 1-800-524-8672 3 <br />