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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 />
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