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W <br /> w0 O O Bade Piate <br /> aCo o <br /> toto <br /> = 60 OOON 604000N <br /> ` 5700.E EMERGENCY SP/LLI1aY <br /> 5612 <br /> S•ee, Rod <br /> T•ash Pack <br /> \ Steef PPe <br /> 5610- -• R+SBF)e th <br /> 1 PRINCIPAL <br /> SPILLWAY <br /> Tee Section <br /> PR/NC/PAL SPILLWAY - -- - <br /> 5608 <br /> ELEV. 6884.i WeWed tot <br /> -IS' DROP INLET.CMP <br /> 560E , c EMERGENCY SPILLWAY - <br /> 5604 <br /> II � <br /> ! 24'X q0' CMP C-21 <br /> 005-EAST DITCH <br /> - - 3% slope (SEE EXHIBIT 13-4) - <br /> ! BOTTOM OF POND ELEV.5689' <br /> RIP <br /> 6 390 N. NOT To SCALE <br /> + + 882 <br /> 03.7 86.4 + <br /> EMERGENCY SPILLWAY <br /> INLET ELEV.5700.9' <br /> DROP INLET CMP <br /> Elevation Stage Area Capacity Total Capacity <br /> PRINCIPAL SPILLWN( (ft.-+Ilsl) (ft.) (Acres) (Ac.-ft .) (Ac.-ft .) Description <br /> I' ORIFICE E4EV.5G94.i 5689 <br /> 5690 5689 0.0 0.056 0.00 0.00 Bottom of Pond <br /> + SG-2 5690 1 .0 0.095 0.08 0.08 <br /> 5703� s - 56g8 696 03.9 5692 3.0 0.137 0.23 0.31 <br /> 1100 <br /> 5?oz 5>O2 5694.1 5.1 0. 172 0.32 0.63 Principal Spillway <br /> + <br /> Soo _` ti� 7p3 03.2 5696 7.0 0.204 0.36 0.99 <br /> 56sa DO r. <br /> 4 <br /> 56 � 2 N a + <br /> 5698 9.0 0.243 0.45 1 .4 <br /> 4 <br /> 96 q <br /> 56919 03.E <br /> 5700 11 .0 0.284 0.52 1 .96 <br /> 1 FLF� g <br /> 032� <br /> w 5692 <br /> 0 0 5700.9 11 .9 0.307 0.27 2.23 Emergency Spillway <br /> 0 o t <br /> OD Sligo r` 5702 13.0 0.340 U.35 2.58 <br /> fit = 603800N = 603800N <br /> 1� OUTLET 5703.2 14 .2 0.391 0.44 3.02 Top of Embankment <br /> ELEV. 5 68%6---'a <br /> RIPRAP <br /> t: <br /> �i// 1 a+��k�*�RY$ NGINEER ' 3 CERTIFICATION <br /> /� •c rQ <br /> !-� 5720 r `'. iSi Fhrl Y' <br /> PLAN VIEW �� 5720 � a Fo•.o�4, <br /> SCALE: I"=20' \'Rl� � 27 "- <br /> COLORADO P . E. . 11627 <br /> rl'I�A�6G . F `\ lENVOGT <br /> Q - y e NAL. Q-r <br /> 5715 5715 <br /> a <br /> DATE : APR <br /> 57i0 5710 F.V1, <br /> NOTE ' COMPUTER GENERATED COIJTOURS BASED t� 1 <br /> ON THE OCTOBER,1987 FIELD SURVEY <br /> 5705 r 112 - 5705 <br /> TOP OF DAM ELEV. 5703.2' <br /> r <br /> 5700 INLET ELEV 5700.9'- <br /> F <br /> EVERGENCY SPILLWAY 5700 <br /> 18" DROP INLET CMP <br /> 82- LONG, 2.0%SLOPE I <br /> WATERTIGHT JOINTS <br /> W/TRASH RACK 3 (TYPICAL) (TYPICAL)3 -/ <br /> 5695 A 5695 <br /> PE ABODY COAL COMPANY <br /> 4.6MUSLE PR1fjCIPAL SPILLWAY - - <br /> SEDIMENT STORAGE 1 ORIFICE ELEV.56947 <br /> NUCLA MINE <br /> 5690 1300 SOUTH YALE FLAGSTAFF ARIZONA 86001 <br /> 5690 INVERT ELEV. 5689.6- <br /> TTOM OF POND e9' EXHIBIT 13-15A <br /> 3'X3 ANTISEEP RIPRAP 15 CMP AS BUILT <br /> COLLARS <br /> 005 IMPOUNDMENT <br /> 5685 SECTION A-A! 5685 SCALE: AS SHOWN DRAWN BY: C.C.H. <br /> SCALE : 1 = 20' DATE: 11/ 18/87 DRAWING NO: <br /> REVISION: APPROVED BY: J. SCHLEWOGT <br />