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TR -113 App B-2 06/17 <br />Appendix B <br />Summary <br />Coal Mine Waste Disposal Area Ditches and Culverts <br />Ditch Grade <br />Minimum Grade <br />Maximum Grade I <br />RipRap I <br />Peak <br />Min <br />Max <br />Depth <br />Velocity <br />Depth I Velocity <br />50 nc <br />Flow <br />Feet <br />Ft/Sec <br />Feet I <br />Ft/Sec <br />cfs <br />F1 1 <br />42%1 <br />)1 <br />4.21 <br />0.401 <br />4.2 <br />6.18 <br />F2 1 <br />1.3%1 <br />1.3%1 <br />0,471 <br />2.61 <br />0,471 <br />2.61 <br />1 <br />5.17 <br />F3 1 <br />4.4%1 <br />4.4%1 <br />0.451 <br />4.61 <br />0.451 <br />4.6 <br />8.62 <br />F4 1 <br />30.0%1 <br />30.0%1 <br />1.601 <br />11.61 <br />1.601 <br />11.51 <br />241 <br />44.01 <br />F5 1 <br />2.0% <br />2-0%1 <br />0.381 <br />2.81 <br />0.381 <br />2.8 <br />3.50'. <br />F6 1 <br />1.1%1 <br />1.1%1 <br />0,401 <br />2.11 <br />0.401 <br />2.11 <br />1 <br />F7 1 <br />2.0% <br />2-0%1 <br />ITrapezoidal <br />Channel <br />1 <br />121 <br />19A8''. <br />F7a 1 <br />33.0%1 <br />33.0%1 <br />0,901 <br />11.71 <br />0.901 <br />11.71 <br />241 <br />19.08'' <br />F8 1 <br />4.6%1 <br />4.6%1 <br />0.501 <br />4.91 <br />0.501 <br />4.91 <br />1 <br />10.01 <br />F9 1 <br />30.0%1 <br />30.0%1 <br />0.101 <br />6.21 <br />0.101 <br />6.21 <br />121 <br />1.40 <br />F10 1 <br />2.2%1 <br />2.2%1 <br />0.541 <br />3.71 <br />0.541 <br />3.71 <br />1 <br />9.63 <br />F11 1 <br />3.4%1 <br />3.4%1 <br />0.331 <br />3.31 <br />0.331 <br />3.3 <br />3.19 <br />F12 1 <br />3.6%1 <br />3.6%1 <br />0.391 <br />3.81 <br />0,391 <br />3.81 <br />1 <br />5.03 <br />F13 <br />1 2.0%1 <br />2.0%1 <br />0.801 <br />4.11 <br />0.801 <br />4.11 <br />3.93 <br />F14 2% <br />2.0%1 <br />2.0%1 <br />ITrapezoidal <br />Channel <br />1 <br />11.22 <br />F14 (30r/.j <br />1 26.0%1 <br />26.0%1 <br />ITrapezoidal <br />Channel <br />1 <br />181 <br />11.22 <br />F15 1 <br />1.8%1 <br />1.8%1 <br />0.481 <br />2.71 <br />0,481 <br />2.74 <br />10.96 <br />F16 1 <br />10.0%1 <br />10.0%1 <br />1.301 <br />8.01 <br />1.301 <br />7,981 <br />18 <br />3.05 <br />F17 1 <br />1.0%1 <br />1.0%1 <br />0.681 <br />2.61 <br />0.681 <br />2.61 <br />1 <br />2.14 <br />F18 <br />1 3.4%1 <br />3.4%1 <br />0.561 <br />2.31 <br />0.561 <br />2.31 <br />1 <br />1.08 <br />F19 <br />1 2.9%1 <br />2.9%1 <br />0,391 <br />2.61 <br />0,391 <br />2.61 <br />1 <br />0.60 <br />F20 1 <br />7.0%1 <br />7.0%1 <br />0.281 <br />4.21 <br />0.281 <br />4.21 <br />1 <br />3.48 <br />East Div. 1 <br />5.0%1 <br />30.0%1 <br />ITrapezoidal <br />Channel <br />1 <br />0-24" 126.00 <br />W. Div #2 1 <br />4.0%1 <br />4.0%1 <br />0.401 <br />2.61 <br />0.401 <br />2.6 <br />3.52 <br />W. Div #1 <br />1 3.5%1 <br />3.5%1 <br />0.811 <br />4.31 <br />0.811 <br />4.31 <br />1 <br />10.64 <br />Permanent Culvert: <br />F2130" <br />15.14 <br />F4 Deleted From Design with TR-87, will remain in place until Pond D expansion is complete <br />Temporary Culvert <br />T-F1 30" Half Culvert <br />21.75 <br />T-F2 12" I <br />1 <br />47 <br />T-F3 24" 1 <br />21.41 <br />T-F4 30" Half Culvert <br />4.74 <br />T-F5 30" Half Culvert <br />5,82 <br />" Minimum D50 <br />Flow depth !n feet does not include freeboard. <br />TR -113 App B-2 06/17 <br />