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AM,Vone. t ` <br /> Battle Plat¢ .f <br /> 004 EAST DITCH (SEE EXHIBIT 13-4) 1�y - <br /> y o. <br /> �� <br /> . . - � ���. ,, ': � 1. /� `►ems <br /> EL.5665.2EMERGENCY SPtLLW:4Y <br /> Seel d Pa <br /> T•asn Pack <br /> 000 <br /> -- Cwrugaled <br /> LA N �- Steer Pipe 12 <br /> 01 <br /> 0 Rise,With <br /> 61 _. <br /> 0.6"DU.OR/FiCE Tee Seca,on <br /> U <br /> ya PE/LEY.3 661.3 NCIPAL W4Y - weeceo to;I <br /> Ul <br /> A <br /> RIPRA doo <br /> `�•566 60360 / N 03600 N6 0 N60 0 <br /> 0 <br /> Q__7/o _ o 8 <br /> g <br /> 9 O/ OUTLET ELEV �� BOTTOM OF PON 1N:/ <br /> O <br /> / 5658.2 - ELEV.5656. <br /> w - ` PRINCIPALSPILLWAY5/8"ORIFCE O w <br /> / ELEV 5661.3 <br /> EMERELEV.G665.2 ENCY SPILLWAY <br /> 121.DROIP NT h <br /> Q do,, <br /> C M P 7O'LON'G, 5% SL E <br /> �0A - WATERTIGHT JOINTS <br /> \ (^Lp W/TRASH RACK <br /> s <br /> C)19 61, <br /> 610. <br /> x 2 1, h <br /> 1� <br /> E <br /> flevation Stage Area Capacity Total Capacity <br /> 5668 �6g2 <br /> (ft.-Ms (ft J (Acres) (Ac.-It .) (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 <br /> 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 603500 1 N6 soo N s 5662.0 5.4 0.079 0.05 0.23 <br /> 0 <br /> I 8 p 5664.0 7.4 0. 124 0.21 0.44 <br /> PLAN VIEW <br /> m6 5665.2 8.6 0.145 0.16 0.60 Emergency Spillway - <br /> w w `'6 SCALE Ili= 20' <br /> 5666.0 9.4 0.169 0. 12 0.72 <br /> NOTE COMPUTER GENERATED CONTOURS BASED 5668.1 11 .5 0.219 0.41 1 . 13 Top of Embankment <br /> ON JANUARY, 1988 FIELD SURVEY <br /> h <br /> APR 2 9 1988 <br /> 5685 MINED LANU <br /> 5685 nECLAMAT pN DIVIS3O N <br /> A AI <br /> 5680 <br /> 5680 <br /> 5675 <br /> 5675 <br /> _ENGINEER ' S CERITIFICATION <br /> 5670SG ......Cylyll <br /> 12'MIN. 5670 .� ;.PtiG S F91tFyalr <br /> yo 6 cc °4 <br /> _ TOP OF EMBANKMENT ;bra �'•:oli C O L O R A D O P . F l i 6 2 i <br /> ELEV. 5668.I <br /> ///���EMERGENCY SPILLWAY INLET ELEV. , <br /> 3 qq <br /> (TYPICAL) I� 1 �5665.2, 12 DROP INLET CMP 70' LONG A t •aY/ $ V�-9 l N V 0 G T <br /> 5665 - W/TRASHERACKRTIGHTJOINTS 5665 1,t� t0 ' CO 4'ON p' <br /> L\S®)e�w��a C npppp <br /> PRINCIPAL SPILLWAY 5/8"ORIFICE _ DATE i APR i <br /> ELEY. 5661.3 - - <br /> SEDIMENT STORAGE <br /> 5660 5660 <br /> INVERT ELEV.5658.2 3'X3ANTI-SEEP COLLARS - PEAK®DY/+ COAL COMPANY <br /> BOTTOM OF POND ELEV. 5656.6 <br /> RIPRAP UCLA MINE <br /> 5655• <br /> 556555 1300 SOUTH YALE FLAGSTAFF ARIZONA 86001 <br /> EXHIBIT 1113-14A" <br /> AS - BUILT <br /> 5650 SECTION A - Al 5650 #004 IMPOUNDMENT <br /> SCALES H I; 20' <br /> SCALE: AS SHOWN DRAWN BY: C.C, HUBBELL <br /> V 1 = 5' <br /> DATE: 2/16/88 DRAWING NO: <br /> REVISION; APPROVED BY: J.G. SCHLENVOGT <br />