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B. CONTRACTOR shall bed and backfill Leak Detection piping with Leak Detection Fill. <br />• C. Low Volume and High Volume Solution Collection pipe shall be placed on top of the <br />geosynthetics, as shown on the DRAWINGS. <br />D. Placement of Low Volume and High Volume Solution Collecton pipes shall be coordinated with <br />other operations such as Low Volume Solution Collection Fill, Bedding Fill, Soil Liner and <br />Drain Cover fill placement. Equipment access duectly on geosynthetics is expressly prohibited. <br />Any damage to the geosynthetics caused by CONTRACTOR during pipe placement shall be <br />repaired at the expense of CONTRACTOR. <br />E. A minimum of 5 feet of Low Volume Soluton Collection Fill and Drain Cover Fill shall be <br />placed over the top of the pipe before crossing with robber-tired construction equipment. If pipe <br />becomes crushed during or after installation by CONTRACTOR'S equipment or methods of <br />construction, the pipe shall be replaced by CONTRACTOR, at no additional cost to CC&V. <br />The CONTRACTOR will be required to demonstrate to MANAGER that the equipment and <br />procedures used aze not detrimental to the piping, at no additional cost to CC&V. <br />CONTRACTOR shall hold pipes in place with sand bags, or other methods approved by <br />MANAGER, until the Low Volume Solution Collection Fill and Drain Cover Fill has been <br />placed. Duectly before placement of the Low Volume Solution Collection Fill and Drain Cover <br />Fill, the sand bags will be removed. <br />G. Secondary or tertiary High Volume Solution Collection pipes will be attached to the primary <br />pipes with plastic ties or other method approved by MANAGER and CERTIFYING <br />ENGINEER. <br />• *** END OF SECTION *** <br />Section 02710 Page 3 of 3 Mazch 22, 2000 <br />Piping Golder Associates Revision 4 <br />I:WP220)WOOMCER"1'11FPp802WPPENDSUPPE~9453(199D21i00R4 DOC <br />