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`'C. ACCESS ROAD CONSTRUCTION: <br />This road was constructed using 611 of base rock on top of <br />woven fabric in areas needing xtra stability because of being <br />located ontop of previously dumped garbage. In areas not needing <br />fabric reinforcement, 611 of base rock was used. <br />,/ 1. DESCRIPTION OF ACCESS DRAINAGE: <br />Access road drains @ 2% to the West to a Swale drain on the <br />West side of the access road. The swale continues to the North, <br />past the NE corner of D89 to a cross drain, mid way along the side <br />of trench 4. The drain pipe crosses the main access road to the <br />West and emptys into the borrow area North of D89. <br />D. TOP RUNOFF, CLEAN WATER: <br />The drainage is South tword Little John Creek. The drainage <br />areas are a series of panels approximatly 6501 North to South by <br />2001 East to West. Sloping 3% East or West and 1% South. The runoff <br />is collected in 1811 1/2 round down drains extending South down the <br />side Of WMU B to a 24t1 f1Teet1 at the bottom to direct the flow 900. <br />The runoff then follows the ditch on the North side of Little John <br />Creek access road tX9 the West. <br />✓ E. FACE RUNOFF, HAS COME IN CONTACT WITH GARBAGE: <br />The rain water falling North of the working face flows in a <br />Northerly direction. The water is contained locally near the bottom <br />of the working face by a temporary dike running East to West. Any <br />standing water after a storm will be pumped into a water truck, and <br />the water truck will transport the water to be discharged into the <br />leachate collection pond West of the Ash pit. <br />UMM <br />