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I; <br />b <br />Q <br />N <br />r <br />gCL <br />CD <br />L <br />Y C <br />a <br />S <br />N <br />a <br />N <br />z <br />ro <br />W -) _ if t <br />TABLE 1 <br />SEDIMENT POND INFORMATION <br />SEDIMENT <br />CONTROL <br />STRUCTURE <br />BERM <br />HEIGHT <br />DISCHARGE <br />CULVERT <br />DIAMETER <br />SPILLWAY <br />BOTTOM <br />WIDTH <br />SPILLWAY <br />DEPTH <br />POND <br />CAPACITY <br />A <br />(ft) <br />(ft) <br />(ft) <br />(ft) <br />(cc —ft) <br />U81 <br />EXISTING <br />EXISTING <br />15 <br />3 <br />1.53 <br />UB2 <br />5 <br />2 <br />15 <br />2 <br />0.67 <br />MB1 <br />5 <br />2 <br />15 <br />2 <br />0.84 <br />LBt <br />5 <br />2 <br />15 <br />2 <br />2.65 <br />183 <br />5 <br />2 <br />1 15 <br />2 <br />0.56 <br />TABLE 2 <br />CHANNEL INFORMATION <br />CHANNEL <br />NUMBER <br />BOTTOM <br />WIDTH <br />CHANNEL <br />SLOPE <br />DEPTH OF <br />CHANNEL <br />(ac) <br />(ft) <br />A <br />(ft) <br />C1 <br />3 <br />2% <br />3 <br />TABLE 3 <br />BASIN INFORMATION <br />BASIN <br />I.D. <br />BASIN <br />AREA <br />LENGTH OF <br />TRAVEL PATH <br />PERMIT AREA <br />(ac) <br />(ft) <br />A <br />122.7 <br />3.657 <br />AREA OF DISTURBANCE <br />MINING BENCH <br />B <br />12.8 <br />1,040 <br />C <br />14.4 <br />1,573 <br />D & F <br />13.71 <br />1.378 <br />E <br />6.3 <br />1 108 <br />G & H <br />12.71 <br />1' .339 <br />10 <br />L MIRM) <br />6775 <br />25' CONTOUR <br />C C=j= o <br />PERMIT AREA <br />pcoocc <br />BASIN LIMITS <br />®•••� <br />BASIN TRAVEL PATH <br />ru •_ - L <br />AREA OF DISTURBANCE <br />MINING BENCH <br />I <br />SEDIMENT BASIN <br />ASPHALT <br />SB <br />STRAW BALES <br />CS <br />CULVERT AND SPILLWAY <br />RC <br />RIPRAP CHANNEL <br />RR <br />RIPRAP AT CULVERT EXIT <br />i <br />NOTES: <br />1. THE 24" CULVERT LOCATED IN THE UPPER BASI <br />CLEANED OUT RIPRAP CULVERT EXIT. <br />2. ALL WOODY VEGETATION TO BE REMOVED FROM <br />ADEQUATE CREST WIDTH AND STABLE SIDE- SLOPES <br />3. EXISTING MINE BENCH ROADS TO BE USED FOF <br />POND UB2 AND POND MB1. <br />4. ASPHALT SWALE ON ENTRANCE ROAD TO BE FIE <br />W <br />OD <br />m •4N <br />N 4m <br />z <br />o z i o, g r� <br />o i` rX I <br />10 <br />N O_ <br />IIIIIMII <br />- <br />OD <br />m •4N <br />N 4m <br />z <br />o z i o, g r� <br />o i` rX I <br />10 <br />N O_ <br />