_REVISION - M1980244 (30) - Laserfiche WebLink

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B. CONTRACTOR shall bed and backfill Leak Detection piping with Leak Detection Fill. C. Low Volume and High Volume Solution Collection pipe shall be placed on top of the geosynthetics, as shown on the DRAWINGS. D. Placement of Low Volume and High Volume Solution Collection pipes shall be coordinated with other operations such as Low Volume Solution Collection Fill, Bedding Fill, Soil Liner and Drain Cover fill placement. Equipment access directly on geosy~nthetics is expressly prohibited. Any damage to the geosynthetics caused by CONTRACTOR during pipe placement shall be repaired at the expense of CONTRACTOR. E. A minimum of 5 feet of Low Volume Solution Collection Fill and Drain Cover Fill shall be placed over the top of the pipe before crossing with rubber-teed construction equipment If pipe becomes crushed during or after installation by CONTRACTOR'S equipment or methods of conswction, the pipe shall be replaced by CONTRACTOR, at no additional cost to CC&V. The CONTRACTOR will be required to demonstrate to MANAGER that the equipment and procedures used aze not detrimental to the piping, at no additional cost to CC&V. CONTRACTOR shall hold pipes in place with sand bags, or other methods approved by MANAGER, until the Low Volume Solution Collection Fill and Drain Cover Fill has been placed. Directly before placement of the Low Volume Solution Collection Fill and Drain Cover Fill, the sand bags will be removed. • G Secondary or tertiary High Volume Solution Collection pipes will be attached to the primary pipes with plastic ties or other method approved by MANAGER and CERTIFYING ENGINEER. *** END OF SECTION *** Section 0210 Piping DIPHASEIV PSSA CE Page 3 of 3 Golder Associates TECHNICAL SPECIFICATIONS~99)-209902>IOOR4 DOC March 22, 2000 Revision 4