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I <br /> Section <br /> 7140 <br /> 7140 <br /> 7135 <br /> 7135 <br /> 7130 <br /> 7130 <br /> 7 <br /> 7125 125 <br /> 7120 <br /> 7120 3yrV <br /> 7115 <br /> 7115 <br /> 7110 <br /> 7110 <br /> 7 <br /> 7105 105 <br /> 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 <br /> Section <br /> - B' B1 - <br /> Section C <br /> 7135 _ 7135 <br /> TT30 7135 C C 1 7135 <br /> 7130 <br /> 7130 7130 <br /> 7125 <br /> 7125 <br /> 7120 <br /> 7125 3H' 7125 <br /> g - <br /> 7120 3y7 3N:w 7115 7120 7120 <br /> 7115 V <br /> 7 7115 7115 <br /> 110 7110 <br /> O+QO 0+20 0+40 D+fiO 0+80 <br /> 7105 7105 <br /> 0+00 0+50 1+00 1+50 2+00 2+50 <br /> Scale 1 " <br /> _..,. 20' <br /> A <br /> o+oo <br /> Stage Storage Curve <br /> Section 36 Pond <br /> 0+50 '�''� (O 30 F STRUCTURE <br /> A� 7130 <br /> -* v 7129 <br /> a =: 7128 <br /> 7127 <br /> t`N 7126 <br /> 125 M NCY P Y 7 EMBANKMENT DETAILS <br /> I 7124 Scale 1"=20' <br /> 7123 <br /> 7122 <br /> w y-f. ��ry0 7121 <br /> 7120 <br /> 0 7119 15.a <br /> n, 7118 <br /> 7117 IN IPAL PILL Y 711 <br /> / W 7116 <br /> 1 7115 <br /> 7114 DOWNSTREAM ilsoAo KMENT CREST UPSTREAM <br /> h 7113 <br /> 7112 EMERGENCY SPILLWAY <br /> 1+50 7111 <br /> EL.7125.0,(TOP OF R/PRAP) <br /> 7110 <br /> V <br /> 7109 <br /> 710$ PRINCIPAL SPILLWAY WITH ANTI-VORTEX TRASH RACK <br /> 7107 1 1 EL.7118.0,RISER/S 18"DIA.GALV.STEEL CMP <br /> pp Sp N 7106 3 <br /> 0.00 1.00 2,00 3.00 4.00 5.00 6.00 7,00 8.00 9.00 TWO 3"D/A.PERFORATIONS AT EL.7116.0 <br /> 2+oo <br /> Accumulative Storage (Acre-Ft) <br /> 24"SLIDING GATE VALVE,EL.INVERT 707.3 <br /> POND BOTTOM <br /> EL.7105.4 <br /> Storage Volume Computations <br /> B2+50 ELEV, AREA AVG. INTERVAL STORAGE ACC. STAGE . ` 'R� <br /> Q+00 0+50 � DO y+J�O 2 � 2+50 (ft) (ac) AREA (ft) (ac-ft) STORAGE INTERVAL z4°0 GALV STEEL CMP <br /> 018 <br /> 7105.00 0.0000 D/V�Si <br /> -' ' ���® h 00 � �a�ng 54 0.0054 1.00 Of �Gla <br /> 0049 <br /> 0.0172 1.00 0,074 0.0228 2.00 <br /> 7106.00 0.0097 <br /> Mat- <br /> 1'`� o ; ��07.00 0.0247 - �� y �� <br /> 7108,00 0,0377 0,0312 1.00 0.0308 0.0536 3.00 _ <br /> 1 0.0454 1.00 0,0451 0.0987 4.00 �� 5 <br /> 7109.00 0,0531 Scale <br /> 7110.00 0.0748 0.0639 1.00 0.0652 0.1640 5.00 , <br /> 7111.00 0.0926 0.0837 1,00 0.0838 0.2477 6.00 � ' <br /> 1 <br /> 0.1022 1,00 0,1020 0.3497 7.00 <br /> 4RA�0 ���f '° <br /> 7112.00 0,1117 <br /> 7113.00 0.1316 0.1216 1.00 0.1216 0.4713 8.00 VO.�g�G K �j"•.�Q <br /> 3+50 ' 0.1425 1.00 0.1427 0.6140 9.00 <br /> •Q C� <br /> 7114.00 0,1535 ; • <br /> 7115.00 0.1777 0.1656 1.00 0,1656 0.7795 10.00 <br /> • • <br /> 7116.00 0,2045 0.1911 1,00 0.1911 0.9707 11.00 <br /> 'O• <br /> ♦ . • <br /> 7117-00 0.2351 0.2198 1.00 0.2197 1,1904 12.00 •�• •••ti�� <br /> f 7118.00 0,2676 0.2513 1.00 0.2513 ,4 �C` *•• •• <br /> 7257 14 39 1 2 0 <br /> 0.2841 1.00 , 8 . .00 / • <br /> 711s.00 o,3oos �s OPAL <br /> 4+0 7120.00 0,3400 0,3203 1.00 0,3211 2.0468 15,00 <br /> 7121.00 0,3866 0.3633 1.00 0,3633 2.4100 16,00 <br /> 7122.00 0.4334 0.4100 1.00 0.4104 2.8204 17.00 <br /> 7123.00 0.4849 0,4591 1.00 0.4594 3.2798 18.00 <br /> 7124.00 0,5381 0.5115 1.00 0.5112 3.7910 19.00 <br /> 7125.00 0.5990 0.5685 1.00 0.5680 4,3589 20,00 ■ <br /> 4+50 <br /> 7126.00 0.6640 09315 1.00 0.6335 4.9925 21.00 Section o n <br /> 7127.00 0,7320 0.6980 1.00 0.6974 5,6899 22,00 <br /> 0.7727 1.00 0.7719 6.4618 23,00 • <br /> 7128,00 0.8134 0,8643 1.00 0.8656 7.3274 24.00 <br /> 7129.00 0.9152 As-Built <br /> 7130.00 1.0426 0.9789 1.00 0.9807 8,3081 25.00 <br /> 1 f <br /> � 5 <br /> SCALE: As Shown <br /> 5+00 DATE: 4118118 <br /> DRWG. BY: Tony <br /> COAL APPROVED BY. PW <br /> s� COMPANY <br /> 1 LE-PRODUC'C I O' <br /> `PsoP S'So 1� DRWG NO. <br /> 7-26D-1 <br /> Colowyo Coal Company Figure <br /> 5731 State Highway 13 <br /> V V C Meeker,Colorado 81641 <br /> No. REVISION DATE BY CHK <br /> TRA 20 <br /> i i ,_,,, I Approved 5/18/18 <br /> cale <br /> 1 -- 50 <br /> S <br /> _ 1 <br /> rInt -- t. <br /> contouerval <br />