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<br />Revised Ditch Design <br />1. Ditch: 15-D2 <br />2. Location: West of Coal stockpile, diversion <br />3. Grade: 57, <br />4. Area: 15.5 acres <br />5. Peak Discharge: 24(1.12)(1) = 27 <br />6. Ditch Design: <br />* The peak discharge was assumed to be correct for the purposes <br />of the revised ditch design. <br />n = .030 <br />Use ditch w/"V" walls, 2:1 slope See chart 1031.2-2 fi <br />Calculations below <br />From chart 2' FB DT D = 0.93 A = 2D + 2D2 V = 7.5 fps <br />!• = 1.86 + 1.73 <br />= 3.59 <br />Depth for "V" DT w/2;1 SL D =1~/-~A~- <br />_~3. 59 <br />2 <br />= 1.34 <br />D - 1.34 feet <br />Add .5' freeboard <br />D = 1.84 feet <br />This ditch is temporary until working in Section 15 begins <br />and sediment control is installed. <br /> <br />