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A <br /> 01 <br /> on -• 7075 <br /> \X <br /> 7075 <br /> 7070 <br /> 7070 <br /> 7065 <br /> 7065 <br /> 7060 <br /> 7060 <br /> 7055 <br /> 7055 <br /> 7050 Pond Bottom 7050 <br /> 7045 <br /> 7045 <br /> 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 <br /> ec <br /> ion -Section <br /> 7080 7080 <br /> 7075 7075 <br /> T07o <br /> 7070 7075 C C 7075 <br /> 7070 <br /> 7065 7065 7070 3,yw 3H.-I <br /> 7060 7060 7065 �` 24'. 7065 <br /> 7055 ;. 7055 <br /> 0+00 0+10 0+20 0+30 0+40 0+50 <br /> 7050 7050 <br /> 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 <br /> Scale 1 " - 20' <br /> A <br /> 0+00 <br /> Stage Storage Curve <br /> f <br /> Middle Pond <br /> TOP OF STRUCTURE <br /> 0+50 (7071) <br /> 7071 <br /> 7070 <br /> 7069 EMBANKMENT DETAILS <br /> 7068 <br /> 7067 <br /> 7066 O 7065 <br /> E E EN ILL Y 7066 <br /> O �C 7064 <br /> 7063 ig a <br /> o ,r © t 7062 DOWNSTREAM <br /> UPSTREAM <br /> 9 7061 <br /> 0 k Ca fi 7060 PRINCIPALSPILLWAY 7061 <br /> O k O o <br /> .� �o +00 :� 7059 <br /> ro EMBANKMENT CREST <br /> �C 0 9 7058 ELEV.7071.0 <br /> QO W 7057 <br /> 7056 <br /> - 7055 EL.7066.0,(TOP OF RIPRAP) <br /> EMERGENCY SPILLWAY <br /> c i 7054 x. <br /> 7052 --�- RINC/PAL SPILLWAYWfTFI ANTE-VO T X TRASH RACK <br /> • ; pp R E <br /> EL.7061.0,RISER/S 18"D/A.GALV STEEL CMP <br /> 7057 t ; TWO 3"DIA.PERFORATIONS,EL.7057.0 <br /> 7050 1 3 <br /> O 7049 <br /> •' 4 7048 <br /> 1+50 p 0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 <br /> 18"SLIDING GATE VALVE,EL.INVERT 7050.0 <br /> t1t E �+ q cc <br /> Accumulative Storage (Acre-rt, EL.7048.0 <br /> POND BQTTOM <br /> 3 <br /> f r <br /> $ Storage Volume Computations <br /> t <br /> 2+00 `� � ELEV, AREA AVG. INTERVAL STORAGE ACC. STAGE 24"0 GALV STEEL CMP <br /> (ft) (ac) AREA (ft) (ac-ft) STORAGE INTERVAL <br /> (ac) (ac-ft) (ft) „� � <br /> Scale 111 - 251 <br /> R� <br /> 4 O L6 p 7048.00 0.0000 <br /> + + > + + + 7049.00 0.0088 0.0044 1.00 0.0047 0.0047 1.00 <br /> trr� ti�on, <br /> 0.0149 1.00 0.0148 0,0195 2.00 <br /> 7050.00 0.0209 <br /> 00 <br /> 7051.00 0.0356 0.0283 1:00 0:0268 0,0483 3- <br /> 2+ 0 / 7052.00 0.0504 0.0430 1.00 0.0436 0.0919 4.00 ®iv�s fey <br /> Y <br /> B . <br /> 0.0569 1.00 0.0568 0.1487 5.00 ' <br /> �' , 7053.00 0.0634 <br /> 0.0709 1.00 0.0708 0.2195 6.00 •.••••.. <br /> 7054.00 0.0783 Q�' .• ••, �' <br /> 0.0867 1.00 0.0866 0.3061 7.00 G •�Q`�C K w/fi•.�� <br /> • <br /> 7055.00 0.0950 <br /> 0.1038 1.00 0.1037 0.4099 8.00 ;Q� •• <br /> • <br /> cA / 7058.Oo 0.1126 <br /> r� 0.1225 1.00 0.1223 0.5322 9.00 . • <br /> ( r ,/ 7057.00 0.1324 <br /> F r' 0.1452 1.00 0.1461 0.6783 10.00 <br /> 7058.00 0.1579 f r • <br /> E,5 0.7704 1.00 0.1704 0.8487 11.00 � • �` <br /> k 3+00 tl <br /> 7059.00 0.1830 •• <br /> 0.1964 1.00 0.1963 1.0450 12.00 <br /> 7060.00 0.2099 •• •• <br /> ' a 7061.00 0.2482 <br /> 0.2291 1.00 0.2373 1.2763 13.00 wig/ONAL� V <br /> 7062.00 0.2844 0.2663 1.00 0.2664 1.5426 14.00 <br /> 7063.00 0.3272 <br /> 0.3058 1.00 0.3064 1.8490 15.00 <br /> r 7064.00 0.3711 0.3492 1.00 0.3498 2.1989 16.00 <br /> 7 0.3943 1.00 0.3947 2.5936 17.00 <br /> • �� � 7065.00 0.4175 <br /> 7066.00 0.4650 0,4413 1.00 0.4416 3.0351 18.00 <br /> p I f <br /> f o 3�..50 7067.00 0.5225 0.4937 1,00 0.4940 3.5292 19.00 <br /> s ' 0.5490 1.00 0.5499 4.0791 20.00 <br /> f 7068.00 0.5755 <br /> I 7069.00 0.6283 OZO19 1.00 0.6018 4.6809 21.00 Middle <br /> 0.6565 1.00 0.6564 5.3373 22.00 <br /> 7070.00 0.6847 <br /> q 7071.00 0.7597 0.7222 1.00 0.7271 6.0584 23.00 <br /> As-Built <br /> t , 1 <br /> +O SCALE. - <br /> �. DATE: As Shown <br /> Z <br /> 4/18/18 <br /> DRWG. BY. Tony <br /> ` COAL <br /> APPROVED BY. PW <br /> s COMPANY <br /> �F�r! pEOPLE-PRODUCTt014 L a DRWG NO. <br /> q <br /> 4 4`+50 <br /> Colowyo Coal Company Figure 7-26C-1 <br /> 5731 13 <br /> Meeker,Colorate ado 81641 <br /> � �` REVISION DATE BY CHK <br /> No. <br /> TR-120 <br /> 5+00 <br /> A Approved 5/18/18 <br /> S <br /> _ 4ca e111 - <br /> ontourC Interv- a <br /> 1 Ft. <br />