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8 <br />state <br />12 <br />Nigh% <br />T- <br />B' <br />220 I <br />' Scale (ft) <br />r 1 " =220' <br />� StocYile Contour Interval= 10 ft <br />D <br />J rR <br />iew Development e isp sal Area <br />A At <br />Varies so <br />Final Litt Maintain <br />1 % Croxn <br />7490 ft ----------------- - - - - -- <br />7480 ft --------------- - - -- <br />7470 ft ------- - - - - -- <br />7460 ft ---- - - - - -- <br />7450 ft - - - - - -- Initial Bench Slopes — 2:1 <br />7440 ft - - -- 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) low Drainage <br />/Z3 —U1 NLUGL MOP — 13_Sediment and Surface Water Control Plan w TS as —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 />1i <br />TR 66 Page 2.05 -1Od Revised 5 -25 -2012 <br />