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uj W <br /> m '(.] I3aNIC prtee ' _ <br /> 604000N = 60 OOON t= 604000N hh <br /> m >� <br /> 5612 � �'4ttE cur , <br /> �.�, `ir^• .,tom - = �+ - 5700,9 EMERGENCY SPrLLI;:'aY <br /> 'ash pacts <br /> 5610- <br /> _ , ----=.,✓ Steel ioe - - <br /> 1 DIA.ORIFICE RiSer with <br /> 5608 _ PRINCIPAL SPl'LLWAY - -- Tee section <br /> welded to it <br /> ELFV. 569d.t <br /> 5606 - < 18' DROP INLET CMP - - <br /> EMERGENCY SPILLWAY - <br /> 5604 <br /> -24"X40i CMP C-21 <br /> e 005-EASE DITCH <br /> co BOTTOM OF POND ELEV.5689' 3 /o slope (SEE EXHIBIT 13-4) <br /> 6 RIP <br /> 390 N <br /> - NOT. TO SCALE - <br /> 03.1 1 66.8 <br /> 884 1 <br /> EMERGENCY SPILLWAY - - - <br /> INLET ELEV. 5700.9'DROP INLET CMP - - <br /> PRINCIPAL SPILLWA - Elevation Stage Area Capacity - Total Capacity <br /> 10ORIFICE EtF,V.5694.1 56P9 - - <br /> (ft.-030 (ft.) (Acres) (Ac.-ft .) (Ac.-ft.) Description <br /> 5690 <br /> sG�2 <br /> 5689 0.0 0.056 0.00 <br /> 4- 0.00 Bottom of Pond <br /> 03.3 65G94- + 6690 1 .0 0.095 0.08 0.08 <br /> s <br /> 5,0 . 0 03.9 5692 3 .0 0.137 0.23 t0.31 <br /> _ l0 <br /> s>oz \ 5roz + 5694.1 5.1 0. 172 0.32 0.63 Principal Spillway <br /> S>00 h ro3 <br /> 5698 \ 00 03.2 5696 7.0 0.204 0.36 0.99 <br /> o <br /> 5696 Cb ry qN 4- - 5698 9.0 0.243 J.45 1 .44 - <br /> 56g4 1 F�E� 5 03.6 - - - <br /> Segz 032, __i 5760 11 .0 0.284 0.52 1 .96 <br /> 0 <br /> O 0 5/00Go 0 .9 11 .9 0.307 0.27 2.23 Emergency Spillway <br /> 5690 1- <br /> = 603800N = 603800N <br /> 5712 13.0 0.340 0_35 2.58 <br /> OUTLET 5703.2 14.2 0.391 0.44 3.02 Top of Embankment <br /> ELEV. 5689;6- <br /> F <br /> RIPRAP w <br /> > ' <br /> /j <br /> A � 's <br /> 5720 5720 <br /> PLAN VIEW <br /> SCALE: 1%20r <br /> E I !$ <br /> EP <br /> !ham 5715 5715 OCT 0 5 1990 <br /> A Mined Land <br /> (Reclamation Division <br /> 57i0 5710 <br /> NOTE ' COMPUTER GENERATED CONTOURS BASED �$ P�uO REGp®� <br /> ON THE OC GENERATED <br /> FIELD SURVEY �I(a' IFICATION <br /> S <br /> COLORADO P . E . 19959 <br /> 5705 12i 5705 RONALY` 6E14RKE <br /> SENTOR ,,y,� jNE,E+P� _ p <br /> TOP OF DAM ELEV.5703.2i. Peabody � At'R.* ny DATE: OCT 19.,Q - <br /> INLET ELEV 5700.9- - - - -~ <br /> - <br /> 5700 EMERGENCY SPILLWAY 5700 - - - <br /> 18" DROP INLET CMP <br /> - 82• LUNG, 2.0%SLOPE - <br /> WATERTIGHT JOINTS <br /> _ - - W/TRASH RACK 3 (TYPICAL) (TYPICAL)3 <br /> 5695 Y 95 p COAL <br /> r�^r�A <br /> • 4.6MUSLE PRUgOIPALSPILLWAY- - P-EAOnDY... I��JAL 'COMPANY <br /> SEDIMENT STORAGE 1 ORIFICE ELEV5694. - - <br /> NUCLA:__ INE <br /> 5690 - INVENT ELEV.5689.B 5690 1300 SOUTH YALE FLAGSTAFF ARIZONA 86001 <br /> TTOM OF .POND ELEV, 56F9' - <br /> _ EXHIBIT °'13-15A <br /> 3'X3' ANTISEEP RIPRAP I5 cmP AS BUILT <br /> COLLARS <br /> "005 IMPOUNDMENT <br /> 5685 SECTION A-A! - 5685 SCALE.: AS SHOWN DRAWN BY: C.C.H. <br /> SCALE : I"= 20 <br /> DATE: II/18/87 DRAWING N0: <br /> REVISION:10/3/90 APPROVED BY: J. SCHLENVOGT <br /> R.J.G. <br />