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`-:,~ <br />~~"-• -'` <br />Table !; <br />Culverts S thru W aryl Taylor Creek <br />Culverts <br />Item <br />Culvert Designation <br />Location <br />Drainage Area (acres) <br />Design Category <br />Design Precipitation Frequency (years) <br />Runoff Coefficient <br />Rainfall Intensity (in/hr) <br />Average Drainage Slope (%) <br />Required Capacity (cfs) <br />Installed Pipe: <br />Diameter (inches) <br />Approx. $ <br />lppe (%) <br />l <br />Capacity( 1 <br />locit <br />(1) <br />V (cfs) <br />f <br />y <br />e ( <br />t/sec) <br />(1) With culvert flouting full <br />S T U V W Taylor Creek <br />Flnul Load Haul Detention Load Haul <br />Ro,xl Out Road Pond Out Road <br />3,9 2.5 0.5 7.8 7.8 3977 <br />Mining Mining Mining Mining Mining Mining <br />Duration Durati~:n Duration Duration Duration Duration <br />10 10 10 10 10 20 <br />0.61 0.52 0.52 0.61 0.61 0.38 <br />0.77 0.77 0.77 0.77 0.77 1.27 <br />20.U 2.3 3.7 3.6 3.6 5.4 <br />4.0 1.6 0.5 6.0 6.0 814 <br />30 24 24 24 18 120 <br />0.7 1.5 1.0 0.8 1.4 1.0 <br />29 24 20 18 11 1000 <br />5.9 7.6 6.2 6.4 6.0 12,7 <br />