2018-05-18_PERMIT FILE - C1981019A (4)

Home Browse Search

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