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W <br /> O <br /> O Q <br /> N <br /> m <br /> 60310ON 1/8"(approximate) Steel <br /> Anti-Vortex Baffle Plate. <br /> y� <br /> 1 <br /> AI 44- <br /> I I 1! + <br /> <0 7' `v �j �- RfY.5700.1 PRINCIPAL SPILLWAY <br /> I I � r^�"'�, <br /> I/211(approximate) <br /> Steel Rod Trash Rack. 12 <br /> . -- Slo ice <br /> P-W Wan <br /> •. — Tee Sevion <br /> " welded to <br /> �c <br /> Try <br /> h ' � <br /> Controlled Outlet--. + <br /> (See Insert B ) <br /> i <br /> -903,000 <br /> — — j <br /> N ' \ <br /> ro � <br /> INSERT A <br /> i If OF , � � <br /> POND ELEV 56942 j <br /> ( -PRINCIPAL SPILLWAY F <br /> tion Ste tipt6ity Totak Capacit <br /> /O (NFET ELEV 5700.1 / 9e Area <br /> 12 •DROP INLET CMP ♦ (ft.) (Acres) (AC.-ft.) (Ac.-ft.) Description� �i � WATERTIH JOIN7f IW/TRASH RACK (INSERT A) <br /> W/CONTROLLED OUTLET4. 2 0 0.000 0.00 0.0 ottom of Poand(INSERT B) <br /> G G_03 <br /> �9 O' L8 O.G33 Q.G3 <br /> �� II <br /> 5697.0 2.8 . 0.057 0.04 - <br /> 0.07 Controlled Outlet <br /> — _ 5702 <br /> 5698 3.2 0.075 0.07 O.Z4 <br /> sao2 - <br /> + I 5700 ;, 8 1. 1Z8 0.2; <br /> TOP OF EMBANKMENT II 570G i 124 J. `I 0. 34 <br /> ELEV. 5703.3 III 5?02 '. 8 ".ZSS 0.?7 0.62 0.35 Principal Spillway <br /> 602,900 N5700 <br /> C.= . _ 1 ,c0 0.22 0. 9.; ,og, Of �tbas+=meat <br /> PLAN VIEW <br /> SCALE: I "= 20' PLAN VIEW DETAIL A CROSS SECTION <br /> 66,9 l I/411(approximate) Expanded Metal Screen Cover. <br /> 9 NOTE : COMPUTER GENERATED CONTOURS BASED C Sg94 II 1 ON THE JANUARY, 1988 FIELD SURVEY / <br /> OUTLET ELEV.5695.4 <br /> �-------- <br /> RIPRAP <br /> 411Steel Pip Nipple <br /> P � I <br /> A 411 Gate Valve <br /> Note: Invert of Gate Assembly <br /> at elevation 5697.0. <br /> 5715 <br /> CROSS SECTIONIj}� 1 � <br /> 5715 <br /> 1.4— 12' MIN. O d �'& OF <br /> A 1 Valve Extension I/2��(approximately) Steel Rod M+i�lrr(�,�LS ?x uE� „_ .;,' <br /> A Approximately 21 Feet Long. 5703.3' — <br /> 5710 See Detail A Supports Every 51 <br /> 5710 �I DETAIL B <br /> Principal 3 Piece Of I" Pipe 1 <br /> 3 <br /> Riser 1/2�" Reinforced Bars, All Tack Welded <br /> 5 697.0 — See Det I t 18 <br /> 5705 12' 5705 12 1 Corregated Metal Pipe <br /> MIN. <br /> TOP OF DAM ELEV 57033 1 <br /> 3 g INLET ELEV 5700.1 PRINCIPAL INSERT 8 <br /> (TYPICAL)If � I i� SPILLWAY I %DROP EINLETWATERTIGHT <br /> CMP <br /> '1// 74 IONG; I % SLOPE WATERTIGHT <br /> 5700 JOINTS W/TRASH RACK (INSERT A). <br /> —�-CONTROLLED OUTLET (INSERT B), INVERT ELEVATION 5697.0. 5700 <br /> 0. n" <br /> Revision: As Built 2/5/93 Murari P. Shrestho <br /> SEDIMENT STORAGE a" + <br /> WESTERN FUELS-COLORADO <br /> INVERT ELEV 5695 N 5695 I\ A LIMITED LIABILITY COMPANY <br /> 5695 NUCLA MINE <br /> 'RIPRAP 3'X 3'ANTI-SEEP COLLAR �80TTOM OF POND ELEV 5694.2 NUCLA,COLORADO <br /> EXHIBIT it13-13A11 <br /> 5690 <br /> /, AS BUILT <br /> SECTION A -A <br /> 5690 # 002 IMPOUNDMENT <br /> SCALE: H C= 20' SCALE; AS SHOWN DRAWN BY; C.C. HUBBELL <br /> V I 5' <br /> - DATE; 2/2/88 DRAWING NO: <br /> PREVISION: As Built APPROVED BY: J.G. SCHLENVOGT <br />