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FULL BUILD OUT CONFIGURATION <br />APPENIDX B -FULL BUILD OUT <br />Summary Coal Mine Waste Disposal Area Ditches and Culvert, <br />0 <br />00000000 <br />DITCH MAX BOTTOM <br />DITCH <br />RIP <br />Desi n <br />Peak <br />Desi n <br />Ditch <br />TYPE GRAD WIDTH <br />DEPT <br />RAP <br />Event <br />Flow <br />Flow <br />00 (ft. <br />(ft.) <br />(in.) <br />0 <br />cfs <br />cfs <br />0 <br />00000000 <br />i1 <br />TRAP. 1.0% 1.0 <br />0.5 <br />010 <br />-Year <br />0 6 <br />0 6 <br />i2 JIDELTED <br />FROM DESIGN <br />00000000 <br />=J1 <br />V -DITCH 1.2% 0 <br />0.8 <br />010 <br />-Year <br />0.9 <br />09 <br />J2 <br />DELETED FROM <br />DESIGN <br />(TR -91) <br />0 <br />J3 <br />TRAP. <br />0 6% <br />3.0 <br />2.0 <br />0100 <br />-Yea <br />41.0 <br />41.0 <br />J4 <br />V -DITCH <br />0 1 % <br />0 <br />3.1 <br />10 -Year <br />24.8 <br />24.8 <br />= <br />J5 <br />V -DITCH <br />0.1 % <br />0 <br />1.0 <br />10 -Year <br />0.7 <br />0.7 <br />=[J6 <br />V DITCH <br />0.1 % <br />0 <br />1.0 <br />10 -Year <br />0.5 <br />0.5 <br />= <br />J7 <br />V -DITCH <br />33.0% <br />0 <br />1.6 <br />9.0 <br />10 -Year <br />24 8 <br />24.8 <br />= <br />J8 <br />TRAP. <br />0.7% <br />3.0 <br />1.5 <br />0100 <br />-Yea <br />7.2 <br />7.2 <br />=rig <br />TRAP. <br />11.0% <br />3.0 <br />1 3 <br />15 0 <br />100 -Yea <br />15.0 <br />15.0 <br />=J10 <br />TRAP. <br />1.0% <br />3.0 <br />1.6 <br />0100 <br />-Yea <br />7.1 <br />7.1 <br />OJ11 <br />TRAP. <br />8.0% <br />3.0 <br />1.3 <br />12.0 <br />100 -Yea <br />14.1 <br />14.1 <br />=J11 <br />Optional <br />1/2Cluvert <br />8.0% <br />0 <br />1.1 <br />100 -Yea <br />141 <br />141 <br />= <br />J12 <br />V DITCH <br />2.0% <br />0 <br />0.7 <br />100 -Yea <br />4.0 <br />4.0 <br />=J13 <br />V DITCH <br />2.0% <br />0 <br />0.7 <br />0100 <br />-Yea <br />6.0 <br />6.0 <br />= <br />J14 <br />V DITCH <br />5.0% <br />0 <br />0.7 <br />10 -Year <br />1.2 <br />1.2 <br />J15 <br />V DITCH <br />10 0% <br />0 <br />0.6 <br />010 <br />-Year <br />0.8 <br />0.8 <br />=J16 <br />V -DITCH <br />10.0% <br />0 <br />0.5 <br />010 <br />-Year <br />0.3 <br />0.3 <br />OJ17 <br />V -DITCH <br />10.0% <br />0 <br />1.3 <br />010 <br />-Year <br />0.4 <br />0.4 <br />J18 <br />V -DITCH <br />15 0% <br />0 <br />1.1 <br />9.0 <br />10 -Year <br />0 8 <br />0.8 <br />=J19 <br />V -DITCH <br />30.0% <br />0 <br />1.1 <br />9.0 <br />10 -Year <br />0.5 <br />0.5 <br />=[E. <br />CW Div. (0 6%) <br />V -DITCH <br />0.6% <br />0 <br />2.2 <br />0100 <br />-Yea <br />1.2 <br />22.5 <br />E. CW Div. (7 5%) <br />V -DITCH <br />7.5% <br />2.0 <br />3.0 <br />10 -Year <br />0 9 <br />9 3 <br />= <br />E. CW Div. (1.0%) <br />V -DITCH <br />1.0% <br />1.6 <br />10 -Year <br />0 9 <br />10.5 <br />Covertill SAE to CW 1% Seg <br />V -DITCH <br />1.0% <br />0 <br />0.8 <br />10 -Year <br />0.9 <br />0.9 <br />"Culvert: <br />I I I <br />I I I <br />I0 <br />J124" <br />1 1 1 <br />1 1 1110 -Year <br />23.6 <br />23.6 <br />J2124" <br />I I I <br />I10 -Year <br />24 8 <br />24.8 <br />J312" <br />0000010 <br />-Year <br />1.2 <br />1.2 <br />J4 24" <br />00000100 <br />-Yea <br />14 1 <br />14.1 <br />J512" <br />0000010 <br />-Year <br />0.3 <br />0.3 <br />J612" <br />000010 <br />-Year <br />0.4 <br />0.4 <br />7712" <br />000010 <br />-Year <br />0.8 <br />0.8 <br />J8 24"-,000�� <br />100 -Yea <br />9.9 <br />9.9 <br />J9 Double barrel 24" <br />0000100 <br />-Yea <br />22.5 <br />22.5 <br />J 10 4 temporary <br />����� <br />100 -Yea <br />4.9 <br />4.9 <br />F-71-1111/2 30" O tional <br />0000100 <br />-Yea <br />11.0 <br />11 0 <br />J1212" -0000010-Year <br />0.8 <br />0.8 <br />J1312" <br />0000010 <br />-Year <br />1.4 <br />1.4 <br />J1412" <br />0000010 <br />-Year <br />1.4 <br />1.4 <br />J15 <br />30" Half Culvert <br />0000010 <br />-Year <br />1 4 <br />1.4 <br />0000000 <br />a <br />Culvert size is minimum size <br />00000000 <br />0000000 <br />Flow depth includes freeboard <br />0000000 <br />TR -105 Volume XI, App. B-2 09/15 <br />