2004-10-18_REVISION - M1980244 (24)

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® conswction of access roads, drainage control features and erosion control features to verify compliance with the DRAWINGS and SPECIFICATIONS. • 6.02.02 PLACEMENT OF MATERIALS: During placement of Structural Fill, Select Structural Fill, Coarse Shaft Backfill, Cemented Rockfill, Underdrain Fill, Low Volume Solution Collection Fill, Bedding Fill, Leak Detection Fill, Sail Liner Fill, Drain Cover Fill, Fine Shaft Backfill, Pipe Bedding Material and Granulaz Filter Material, the CQA Monitor shall: ® verify the use of appropriate fills; ® monitor and document material placement, including soil type, particle size, loose lift thickness, moisture conditioning process, compaction equipment and methods used to attain compaction, including number of passes, uniformity of compaction coverage, compacted lift thickness, bonding of lifts and in-place moisture content and dry density is in compliance with the SPECIFICATIONS; ® monitor Soil Liner Fill surface preparation to verify that the surface has been proof-rolled, compacted, or handworked so as to be in a condition suitable for geomembrane installation as discussed in Section 02200 of the SPECIFICATIONS; ® monitor Bedding Fill placement and surface prepazation to verify that the surface is suitable for geomembrane installation as discussed in Section 02200 of the SPECIFICATIONS; • ® monitor the placement of fill to ensure that CONTRACTOR exercises care in the vicinity of pipes and that the underlying geosynthetics aze not damaged; ® monitor and document CONTRACTOR verification of in-place Soil Liner Fill, Bedding Fill, Low Volume Solution Collection Fill and Drain Cover Fill thickness; ® monitor equipment being used to place Low Volume Solution Collection Fill and Drain Cover Fill to verify that the CONTRACTOR places the material in accordance with the SPECIFICATIONS; ® monitor that Low Volume Solution Collection Fill and Drain Cover Fill is pushed uphill for azeas in which the slope exceeds 4H:1V and that the dozer does not perform unacceptable pivot turns; and ®monitor the fill temperature as identified in Section 02200 of the SPECIFICATIONS. • Section 01400.1 Earthworks CQA Plan /:\04IOHSSO4]-2170\IVC CERrffI( Page 6 of 10 March 22, 2000 Golder Associates Revision 5 ;ER741PPENDICH35WPPENDIX E IECIiMCAL SPECIFICAiIONS\014001R5 DOC