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• <br />4VJ/•• <br />1 <br />~~'~• <br />Table 5 <br />Culverts M lhru R <br /> " a~~ <br />Ilem i <br /> <br /> <br />Culvert Designation M "~ ~ <br />~u~ / ~ <br />Location Haul H <br /> Road R <br />Drainage Area (acres) 63.5 6~.i to.~ <br />Design Category Mining Mining Mining <br /> Duration Duration Duration <br />Design Precipitation Frequency (years) 10 10 10 <br />Runoff coefficient 0.47 0.47 0.43 <br />Rainfall Intensity (in/hr) 0.77 0.77 0.77 <br />Average Drainage Slope (%) 20.2 19.8 12.4 <br />Required Copacity (cfs) 29.0 29.6 8.3 <br />Installed Pipe <br />Diameter (inches) <br />Approx. Slope (%) <br />Capacity(1) (cfs) <br />Velocity(1) (ft~sec) <br />(1) Witli culvert flowing full <br />Iverts <br />p Q R <br />Haul Gossard Lood <br />Road Loadout (2) Out <br />20.7 79.7 1.8 <br />Mining Mining Mining <br />Duration Durotion Duration <br />10 10 10 <br />0.44 0.42 0.52 <br />0.77 0.77 0.77 <br />11.6 1.2 5.0 <br />10.0 17.6 1.4 <br />36 48 24 18 30 30 <br />0.7 0.5 0.5 1.2 1.0 0.9 <br />48 85 14 10 36 36 <br />6.8 6.7 4.5 5.6 7.:5 7.3 <br />., l• <br />