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B <br />state <br />12 <br />5 aY <br />Ni9hi <br />iew Development <br />B' <br />220 <br />Scale (ft) <br />1 " =220' <br />Stoc�ile Contour Interval= lOft <br />0 <br />isp sal Area <br />A At <br />Varies <br />Final Lin Maintain <br />l% Cr_ ft ----------------- - - - - -- f— —_ <br />7480 ft --------------- - - -- <br />7470 ft ------- - - - - -- <br />7460 ft ---- - - - - -- <br />7450 ft - - - - - - - Initial Bench Slopes = 2:1 <br />7440 ft - - -- I Cross - Sectional View A -A' <br />Development Waste Disposal Area <br />—300' <br />B <br />7490 ft ------- - - - - -- <br />7480 ft ------- - - - - -- <br />7470 ft ------- - - - - -- <br />7460 ft ---- - - - - -- <br />7450 ft - - - - - - - Initial Bench Slopes = 2:1 <br />7440 ft - - -- <br />Longitudinal- Sectional View B -B' <br />Development Waste Disposal Area <br />Legend <br />NTS <br />Surface Contour (ft) ► Drainage <br />723 -01 NECC[Map -13— Sediment and Surface Water Control Plan w TS os —bit culverts— TR- 66.dwg <br />Layout: TR -66 Fig 2e DWDA Exp_USED];rjl(5- 25 -12) <br />Figure 2e. Development Waste Disposal Area Runoff Routing Detail <br />i <br />TR 66 Revised 5 -25 -2012 <br />