PERMFILE47866 - Laserfiche WebLink

Home Browse Search

CONTRACTOR shall uncover, repay any observed damage of the underlying geosynthetics; in accordance with the repay requirements of Sections 02776.0 and • 02777.0 of these SPECIFICATIONS, and recover, at no cost to CC&V. 7. CONTRACTOR shall place Drain Cover Fill at a rate such that no single azea of 350,000 square feet of geomembrane liner is exposed to ultraviolet light for more than 180 days. 8. CONTRACTOR shall provide close continuous monitoring at the point of placement during the placement of the Drain Cover Fill over geosynthetics. 9. CONTRACTOR shall verify the fmal thickness of Drain Cover Fill to determine compliance with this SPECIFICATION. CONTRACTOR shall record verification location, elevation, and thickness. CQA Monitor shall witness all verification measurements. CONTRACTOR will submit a method of verifying Drain Cover Fill depth to MANAGER for approval. Grade mazkers shall be placed on a 50 foot by 50 foot grid with additional points required for breaks in grade. CONTRACTOR shall remove all grade markers under supervision of CQA Monitor after verification measurements have been approved by MANAGER and CERTIFYING ENGINEER and will backfill holes with Drain Cover Fill. Areas with deficient thickness shall be reworked by CONTRACTOR, until acceptable measurements aze obtained. If MANAGER or CERTIFYING ENGINEER suspects the occurrence of any damage to the underlying geosynthetics, MANAGER will instruct CONTRACTOR to remove Drain Cover Fill to expose the geosyn[hetlcs. CONTRACTOR shall uncover, repair any observed damage of the underlying geosynthefics, in accordance with the repair requirements of Sections 02776.0 and 02777.0 of these SPECIFICATIONS and recover, at no cost to CC& V. • ]0. CONTRACTOR will provide adequate illumination as approved by MANAGER, if Drain Cover Fill placement is tamed out at night. A minimum of 2-foot candles measured at the synthetic liner shall be used when Drain Cover Fil] placement is tamed out at night. Pipe Bedding Material 1. Pipe Bedding material shall be placed azound the CSP as shown on the drawings. 2. For piping external to the valley leach facility, CONTRACTOR shall compact the Pipe Bedding Material requving compaction to at least 95 percent of the maximum dry density as determined by the Standard Proctor density test (ASTM D698), and a moisture content 3 percent below and 3 percent over the optimum moisture content. 3. CONTRACTOR shall place Pipe Bedding Material in maximum 12-inch loose lifts. Pipe Bedding Material will be worked under pipe haunches by hand to provide uniform support of the CSP. 4. Native material used for backfilling CSP excavation shall be placed in 12 inch to 18 inch loose lifts, and compacted by wheel rolling with light, robber tired or other light compaction equipment, as approved by CERTIFYING ENGINEER Granulaz Filter Material 1. Granulaz Filter Material shalt be placed beneath the Riprap as shown on the drawings. Section 02200 Page 15 of 17 March 22, 2000 Earthworks Golder Associates Revision 7 1 ~W~2i03b9001CERTREP08d1WPPENDSNPPEA22WR] DOC