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EMERGENCY SPIL <br />\18FT WIDTH/ <br />0- SLOPE/ <br />LEI/, 540.5 <br />5635 <br />5630 EMERGENCY SPI <br />ELEV. 5630.5 <br />5625 <br />5620 A <br />5615 <br />5610 <br />25'X 2 RIPRAP <br />i <br />X11 irks <br />Jieb •;: <br />to <br />RIP P <br />TOPOF.EMBANKNENT 5'MIN. <br />ELEV. 5633.0 <br />EI.Ev 56209 <br />15. "CMP RISER <br />FIRINCIPAL SPILUVAY <br />I , $EDIMENt S <br />ANTI. SEEP CQLAR ON &'X 120 CMP <br />615. <br />/75' CMP DRCIP- ZV <br />PRINCIPAL SPILLWPAY <br />ELEV, 5289,9 <br />16181 <br />1 <br />SECTION A -A' <br />I � <br />SCALE VERT It' '= 10' <br />HORIZ 7n= 50' <br />, <br />t <br />low <br />OW11111111000 P, <br />5 65 7 <br />r <br />A' . <br />I <br />OMPUTER - GENERATED CONTOURS <br />BASED ON THE APRIL,1987 FIELD S <br />AND MARCH 1982 FIELD SJWEY -.0 <br />/� <br />I t <br />i <br />1 <br />N v 45 681 <br />SCALE C= 50' <br />EMERGENCY. SPILLWAY <br />ELEV 5630.5 <br />Soso' <br />0 <br />_' <br />ELEV. <br />(FT. -ms 1) <br />5615.0 <br />--- - <br />5618.0 <br />5620.0 <br />- -- 5622.0 <br />5624.0 <br />5626.0 <br />5628.0 <br />5628.9 <br />T 1 -'4- <br />4I <br />i <br />. , <br />{ <br />1} i <br />} t 1 15,,CMP <br />t 1 <br />i (SECTION Bt -BI ' <br />SICA�E VERT 1x=:10` <br />HOW. I ° =: 50' <br />I I <br />WESTERN FUELS -COLORADO <br />LIMt IED LIABILITY COMPANY <br />NEW HORIZON MINE 1 <br />P 0 BOX X28, NUCLA, COLORADO 81424 <br />EXHIBIT "13 -12 <br />AS BUILT <br />POND4006 <br />Vortex Battle Plate <br />PRINCIPAL SPILLWAY <br />ELEV. 5628.9 <br />CMP <br />rru4at•E Aluminum <br />;er with Tee Section <br />IaeA to it <br />NOT DRAWN TO SCALE <br />NUCLA POND 006 <br />STAGE AREA CAP. TOT. CAP. DESCRIPTION <br />(FT.) (ACRES) (AC. -FT.) (AC. -FT.) <br />--------------------------------------------------------- <br />0.00 O.OU 0.00 0.00 BOTTOM OF POND <br />1.00 - - - -- 0.05 - - - -- 0_02 0.02 <br />- - -- - <br />3.00 0.13 0.18 0.20 <br />--------------------------------------------------------- <br />5.00 0.35 0.48 0.69 <br />7.00 0.50 0.85 1.54 <br />9.00----- 0_73 - - - -- 1_24---- -2_78- <br />11.00 0.95 1.68 4.46 <br />---------------------------------------------------- <br />13.00 1.20 2.15 6.61 <br />13.90 1.40 1.17 7.78 PRINCIPAL SPILLWAY <br />--------------------------------------------------------- <br />5630.0 15.00 1.65 1.68 9.46 <br />---------------------------------------------------------------------- <br />5630.5 15.50 1.77 0.86 10.31 EMERGENCY SPILLWAY <br />5632.0 17.00 2.14 2.94 13.25 <br />5633.0 18.00 2.57 2.35 15.60 TOP OF DAM <br />-- -- ------ ------ - -- -15 ---- -- - - - - -- _ ------------------------- <br />VARIAB SL <br />LE OPE! MIN. <br />DEPENDING ON t <br />MATERIAL. <br />aE . <br />Pp� 1 �'19y4 <br />- �lOV&INE t- <br />ta 'O ELEV. <br />o �c,..r ..., a� { <br />1 L �ei o• <br />3: n -- - -- <br />GEOTf~XTILE ; ; - - <br />SECTION OF EMERGENCY SPIL, 1Y <br />NOT DRAWN TO SCALE <br />} - _ <br />. I i <br />_ <br />r ■ <br />:TOP Oi EMBANKMENT <br />: /ELEV..5633.D - -- -- -- -- <br />I t <br />I J <br />-1 - - <br />• <br />4/21/92 RJ.G. t,, <br />DRAWN BY: CC H, REVISION: SCALE: AS SHOWN DRAWING NO:EXHIBIT "S-126° <br />PEA BODY 1/29/93 <br />HORIZ: <br />DATE: 517187 APPROVED: J.G.S. VERT: SHEET j OF 1 SHEETS <br />