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October 2004 -14- 043 -2170 <br />placed approximately 192,900 cubic yards of DCF in the Phase lVc OSA. DCF was placed in a <br />minimum 2 -foot thick lift over the geomembrane. During fill placement, PVC grade markers were <br />placed at grade breaks and on a maximum 50 -foot by 50 -foot grid. After DCF placement and final <br />survey.. PVC grade markers were removed, and Ames performed any additional grading required. Ames <br />placed DCF in an uphill direction on any slopes steeper than 4H:1 V. <br />2.10 Surface Water Diversion System <br />As part of the Phase 1Vc OSA construction, the northern portion of the Phase N permanent surface <br />water diversion channel was constructed, as presented in IFC Drawing 8a and Record Drawing 1. <br />The permanent surface water diversion channel constructed during Phase IVc OSA construction <br />consists of approximately 1,400 linear feet of 24 -inch SDR17 HDPE pipe (two pipes side -by -side) <br />and inlet and outlet structures. During Phase We OSA construction, approximately 1,270 linear feet <br />of 24 -inch HDPE piping, 250 linear feet of 26 -inch steel pipe at a haul road crossing, and inlet and <br />outlet structures were constructed. The surface water diversion system was designed to safely control <br />and divert runoff resulting from the 100 -year, 24 -hour storm event from the contributing upstream <br />watershed area. A trash rack was placed at the inlet structure to limit plugging at the pipe entrance. <br />Riprap was placed at the pipe inlet and outlet to control scour at the pipe entrances and exits. <br />�J <br />T'44ULMMW% Cc n' QnRry -- lOG4M321"MQ&124S.Cenverv.a« Golder Associates <br />