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<br />~I <br /> <br /> <br /> <br />1 <br /> <br /> <br /> <br /> <br /> <br /> <br />1 <br /> <br /> <br /> <br /> <br /> <br />TABLE D.9-2 (con'tl <br />CULVERT BETWEEN WEST PIT AND WASTE ROCK DISPOSAL AREA C <br />Peak storm flow = 185 cfs <br />Need approximately twice the culvert capacity as determined in (A) above. <br />1-60" CMP with HW/D 1.4 <br />Culvert to be placed on a nominal 3 percent grade to ensure inlet control <br />governs. <br />1 <br />