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J <br /> J ea;;,P"Ie <br /> 004 EAST DITCH (SEE EXHIBIT 13-4) <br /> EL.5665.2EMERGENCY SPiLLWaY <br /> \ _ - "'Pei Nrr]dop <br /> ' Y <br /> _ Tee Section - <br /> �. 0.5"DIA.ORIFICE - - welded to i! - <br /> ut - ' .PRINCIPAL 94LLtWAY <br /> 7 ya ELEV.5661.3 \ <br /> A <br /> 60360 c - N 3 600 _. N 160 N 60 0 <br /> jo GAS <br /> o o <br /> _ BOTTOM OF PON ko <br /> 9 C OUTLET ELEV. �� ai n r <br /> r,+ -j `\ ELEV+656. - <br /> w <br /> � PRINCIPAL SPILLWAY 5/8"ORI Fl.CE <br /> ELEV. 5661.3 <br /> ERGENCY SPILLWAY IN <br /> a, ELEV. 5§6 5.2,, 1 DROP NT - - - <br /> �� : A - t3+� CMP 70 LONG, 5%SL E <br /> 0 WATERTIGHT JOINTS <br /> -02-OT _.W/TRASH RACK - <br /> 11cp <br /> 3� <br /> p�0 <br /> 6 <br /> Etevallon Stagy Area Capacity Total Capacity <br /> 5668 56�2 (ft.-msL) (ft .) (Acres) (Ac.-ft.) (Ac.-ft.) Description <br /> 5656.6 0 0 0 0 Bottom of Pond <br /> 5658.0 1 .4 0.031 0.02 0.02 <br /> COUNTY ROAD 5660.0 3.4 0.053 0.09 0.11 <br /> N 5661 .3 4.7 0.063 0.07 0.18 Principal Spillway <br /> N 603,500 N 6 500 - <br /> N soC 5662.0 5.4 . 0.079 0.05 0.23 <br /> 0 <br /> g o 5664.0 7.4 0.124 0.21 0.44 <br /> PLAN VIEW <br /> 5665.2 8.6 0.145 0.16 0.60 Emergency Spillway - <br /> w w 6 SCALES I"= 20t <br /> 5666.0 9.4 0.169 0. 12 0.72 <br /> NOTE COMPUTER GENERATED CONTOURS BASED <br /> ON JANUARY, 1988 FIELD SURVEY 5u68. 1 11 .5 0.214 0.41 1 . 13 Top of Embankment , <br /> 5 <br /> 5685 s ' <br /> 5685 <br /> A� APR 2 J 1988 <br /> A MINED LAND <br /> nECLAMATION IDIVIS*(4 <br /> 5680 5680 <br /> 5675 <br /> 5675 <br /> ENGI_ 3 CERITIFICATION <br /> TKY c` <br /> ... k�'�ItJ <br /> 5670 5670 _ S WS �G!S7nc III! <br /> TOP OF EMBANKMENT <br /> ELEV. 5668.1 _ s.s G uc s. <br /> 17 COLORADO P . E . 13627 <br /> 3 3 EMERGENCY SPILLWAY INLET ELEV. <br /> (TYPICAL) 1 5665.2, 12 DROP INLET CMP 70' LONG - J A ME S ` i . <br /> $665 � RACK% SLOPE WATERTIGHT JOINTS - 5665 <br /> t0. DATE APR 0 5 1988 <br /> :r . <br /> PRINCIPAL SPILLWAY 5/8°ORIFICE - - <br /> ELEV. 5661.3 _ - - <br /> -- SEDIMENT STORAGE - <br /> 5660 5660 <br /> INVERT ELEV.5658.2 R3X3'ANTI-SEEP COLLAR _ PBODY COAL COMPANY <br /> S EAA' <br /> BOTTOM OF POND ELEV. 5656.E <br /> RI PRA P _ - UC L /1A MINE <br /> - _ 1�1 <br /> 5655 5655 1300 SOUTH YALE FLAGSTAFF ARIZONA 86001 <br /> - EXHIBIT 1113-14At1 <br /> AS - BUILT <br /> #004 IMPOUNDMENT <br /> 5650 SECTION A - A1 5650 SCALE: AS SHOWN DRAWN BY. C.C.HUBBELL <br /> SCALE H 1„= 20' <br /> V 1 = 5' <br /> DATE: 2/16/88 DRAWING NO: <br /> REVISION: APPROVED BY: J.G. SCHLENVOGT <br />