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- construction of access roads, drainage control features and erosion control feamres to <br />verify compliance with the DRAWINGS and SPECIFICATIONS. <br /> <br />6.02.02 PLACEMENT OF MATERIALS: <br />During placement of Structural Fill, Select SWctural Fill, Coarse Shaft Backfill, Cemented Rockfill, <br />Underdrain Fill, Low Volume Soluton Collection Fill, Bedding Fill, Leak Detection Fill, Soil Liner Fill, <br />Drain Cover Fill, Fine Shaft Backfill, Pipe Bedding Material and Granulaz Filter Material, the CQA <br />Monitor shall: <br />- verify the use of appropriate fills; <br />- monitor and document material placement, including soil type, particle size, loose lift <br />thickness, moisture conditioning process, compaction equipment and methods used to <br />attain compaction, including number of passes, uniformity of compaction coverage, <br />compacted lift thickness, bonding of lifts and in-place moisture content and dry density is <br />in compliance with the SPECIFICATIONS; <br />- monitor Soil Liner Fill surface preparation to verify that the surface has been proof-rolled, <br />compacted, or handworked so as to be in a condition suitable for geomembrane <br />installation as discussed in Section 02200 of the SPECIFICATIONS; <br />- monitor Bedding Fill placement and surface preparation to verify that the surface is <br />suitable for geomembrane installation as discussed in Section 02200 of the <br />SPECIFICATIONS; <br />\J <br />- monitor the placement of fill to ensure that CONTRACTOR exercises care in the <br />vicinity of pipes and that the underlying geosynthetics aze not damaged; <br />- monitor and document CONTRACTOR verification of in-place Soil Liner Fill, Bedding <br />Fill, Low Volume Solution Collection Fill and Drain Cover Fill thickness; <br />- monitor equipment being used to place Low Volume Solution Collection Fill and Drain <br />Cover Fill to verify that the CONTRACTOR places the material in accordance with the <br />SPECIFICATIONS; <br />- monitor that Low Volume Solution Collection Fill and Drain Cover Fill is pushed uphill <br />for areas in which the slope exceeds 4H:1 V and that the dozer does not perform <br />unacceptable pivotturns;and <br />- monitor the fill temperature as identified in Section 02200 of the SPECIFICATIONS. <br />Section 01400.1 Page 6 of 10 <br />Earthworks CQA Plan Golder Associates <br />t:\OD\2201W40U\CERTREPo8d1 V3PEND5 V3PE\OI OOOI R5. DOC <br />March 22, 2000 <br />Revision 5 <br />