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1/8"(approximate) Steel <br /> Anti-Vortex Baffle Plate. <br /> 004 EAST DITCH (SEE EXHIBIT 13-4) /( <- '� --•�.�� <br /> EL.5665.2 Principal Spillway <br /> S <br /> 1/2 <br /> \ s i t Steel Rod Trash Rack. <br /> �ro 12" <br /> - _ - tee 5ev,on <br /> Welded IO f <br /> m <br /> 5.9• <br /> V R <br /> m 0� <br /> h <br /> Q + Controlled Outlet(See Insert B) <br /> \ RIPRA <br /> �1566 //6036OC N 3 600 N 0 N 60 , 0 <br /> o I <br /> o <br /> BOTTOM OF PON <br /> +9 / C OUTLET ELEV. `` ELEV. 56. ram, .I <br /> ck 5658.2 ` _I <br /> w <br /> \ IF w <br /> PRINCIPAL SPILLWAY INLET <br /> s ELEV. 5665.2, 12" DROP IN <br /> CMP 70'LONG,1.6% SLOPE <br /> WATERTIGHT JOINTS J <br /> \\ CMG O W/TRASH RACK <br /> \� .LP ` (INSERT A) 50 <br /> m�v sa, 56 6�R <br /> \ v 2 s� WITH CONTROLLED 0 TLET <br /> WITH A <br /> (INSERT B) <br /> \ x <br /> sss � <br /> e <br /> !� Elevation Stage Area Capacity Total Capacity <br /> (ft.-ms!) (ft.) (Acres) (AC.-It.) (Ac.-ft .) Description <br /> ll 5668 h6�2 <br /> 5656.6 0 0 0 0 Bottom of Pond <br /> 5658.0 1 .4 0.031 0.02 0.02 <br /> 5660.0 3.4 0.053 0.09 0.11 <br /> COUNTY ROADS <br /> N 5661 .3 4.7 0.063 0.07 0.18 Controlled Outlet <br /> N603500 '1 N6 500 N 6 50C 5662.0 5.4 0.079 0.05 0.23 <br /> ,1 <br /> a g <br /> P 5664.0 7.4 0.124 0.21 0.44 <br /> I A <br /> PLAN VIEW 5665.2 8.6 0. 145 0.16 0.60 Principal Spillway <br /> 1 I 0 <br /> SCALE: I°= 20' _ 5666.0 9.4 0.169 0.12 0.72 <br /> 1 <br /> NOTE COMPUTER GENERATED CONTOURS BASED 5668.1 11 .5 0.219 0 .41 1 .13 Top of Embankment <br /> 9° ON JANUARY, 1988 FIELD SURVEY <br /> INSERT 8 <br /> I I VIEWDETA I L A <br /> PLAN VIEW <br /> CROSS SECTION 1/4"(approximate) Expanded <br /> ------------ Metal Screen Cover <br /> 5685 <br /> 5685 ------------ <br /> I 4" Steel Pipe Nipple <br /> A A <br /> � B <br /> 6680 <br /> a <br /> 5680 DETAIL B " Gate Valve <br /> Piece Of I" Pipe <br /> 1/2" Reinforcing Bars, All Tack Welded Note: <br /> invert of Gate Assembly <br /> at elevation 5661 .3. <br /> 5675 <br /> 5675 <br /> CROSS SECTION <br /> Ii 12' MIN.-----► /- T- handle <br /> - � •m1� /r-Valy® Extension, I/2"(approximate) Steel Rod <br /> 5668. 1 <br /> 5670 / Approximately 22 Feet Long With T- handle. <br /> 12MIN. 5670 \ , -Supports Every 5` _ <br /> TOP OF EMBANKMENT - _ See Detail A <br /> ELEV. 5668.1 <br /> 3 3 PRINCIPAL SPILLWAY INLET ELEV. 3 Principal <br /> (TYPICAL) I� I 5665.2, 12"DROP INLET CMP 70' LONG 3 .Spillway <br /> 1.6% SLOPE WATERTIGHT JOINTS See Detail B Riser <br /> 5665 5665 W/TRASH RACK 5661 .3 <br /> 12" Corre aced Metal Pi e --� <br /> SEDIMENT STORAGE - <br /> 5660 5660 Revision: As Built, 2/5/93 Murari P. Shrestha <br /> INVERT ELEV.5658.2 <br /> WESTERN FUELS COLORAD� . <br /> R � ALIMITED LIABILITY COMPANY <br /> 3 X3'ANTI-SEEP COLLARS NUCLA MINE t <br /> BOTTOM OF POND ELEV. 5656.E cn <br /> RIPRAP <br /> 5655 5655 NUCLA,COLOR1W " <br /> EXHIBIT 13-14A DAI <br /> AS - BUILT J1; ERAZ - <br /> #004 IMPOUNDMENT <br /> 5650 SECTION A - A' 5650 <br /> SCALE: AS SHOWN DRAWN 8Y: C.C.HUBBELL <br /> SCALE H 1;,==- ' DATE: 2/16/88 DRAWING N0'. <br /> = 5 <br /> V I <br /> ^' REVISION: As Built APPROVED BY: J.G. SCHLENVOGT <br />