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62.00.CR <br />BERM <br />CREST - <br />5962.0 <br />•i <br />VENT <br />HOLE - <br />PROPOSED <br />75,59 CR <br />82.00 <br />CR <br />r <br />o <br />cc n <br />MAIN CONTAINMENT BERM a m WATER 1 <br />CREST - 5975.75 <br />CREST - <br />5981.0 <br />PERMIT ra, TANK <br />BOUNDARY <br />81.00 <br />II varies <br />�fY r�i7��a <br />RIMROCK EXPLORATION & DEVELOPMENT <br />PRINCE ALBERT MINE - 11100 PERMIT APPLICATION <br />EXHIBIT U-6 - STRUCTURES 4 <br />Surface Water Control and Containment Facilities <br />DATE: 2/14/12 <br />DRAWN BY: JCP. JR <br />a: <br />BERM BERM 5 z <br />PROPOSED� 8 <br />^, VENT HOLE ..% -.r m <br />SECTION K -K <br />T - 20 <br />PERMIT <br />BOUNDARIES TANK <br />SECTION L -L <br />T -20' <br />PERMIT o <br />BOUNDARIES <br />WATER TRUCK <br />SECTION M -M <br />i <br />P -20' <br />VENT BORE HOLE DETENTION DESIGN VOLUME <br />BASIN AREA C10 010 VOLUME <br />PA -V 0.010 0.63 1.97 46.6 <br />VOLUME PROVIDED 0 ELEVATION (CF) - <br />ELEVATION <br />5961.5 <br />5961.0 <br />5960.0 <br />WATER TANK BASIN 10 -YR /24 HR DESIGN VOLUME <br />BASIN AREA C10 010 VOLUME <br />PA -T 0.016 0.63 1.97 74.3 <br />VOLUME PROVIDED 0 ELEVATION (CF) - <br />ELEVATION <br />5975.5 <br />5975.0 <br />5974.5 <br />5974.0 <br />WATER TRUCK DUMP STATION 10 -YR /24 HR DESIGN VOLUME - <br />BASIN AREA C10 010 VOLUME <br />PA -WT 0.009 0.63 1.97 41.5 <br />VOLUME PROVIDED 0 ELEVATION (CF) - <br />ELEVATION <br />5981.0 <br />5980.5 <br />5980.0 <br />5979.5 <br />AREA <br />0.0090 <br />0.0074 <br />0.0036 <br />AREA <br />321.2 <br />143.9 <br />93.7 <br />9.4 <br />AREA <br />369.00 <br />293.28 <br />225.46 <br />5.90 <br />OREPAD POND OVERFLOW TO PORTAL <br />Given Input Data: <br />Flowrate 1.11 cfs <br />Slope 0.005 ft/ft <br />Manning's n 0.0300 <br />Height <br />Bottom width 6.0 In <br />96.0 in <br />Left slope 0.50 ft /ft (V/H) <br />Right slope 0.50 ft/ft (V/H: <br />Computed Results: <br />Depth 1.72 In <br />Velocity 0.93 fps <br />Percent full 28.70 X <br />SHEET 5 OF 5 <br />VOLUME <br />411.0 <br />233.2 <br />0.0 <br />VOLUME <br />194.4 <br />81.1 <br />22.1 <br />0.0 <br />VOLUME <br />339.2 <br />174.0 <br />44.6 <br />0.0 <br />IJNE SPLLWAY DOWN <br />FACE WITH 8TONE OR SUITABLE <br />BLOCK TO PROVIDE VERTICAL <br />CHANNEL WALLS <br />1120N <br />OR EQUIVALENT <br />LATERAL SPILLWAY SECTION <br />AT TOE (typ.) 1' - 4' <br />JAMES C. PIERCE, JR. <br />P.O. BOX 100 <br />NUCLA, COLORADO 81424 <br />10701 884 -7486 <br />