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` �� SectionA - A Io+oo ��; � 70�o AA
<br /> 7010
<br /> y , 000 70
<br /> r
<br /> ,
<br /> o0
<br /> 0+2 I
<br /> a
<br /> Y
<br /> 6990 699a
<br /> �� 23 7
<br /> k
<br /> 6980
<br /> 6980
<br /> i
<br /> r f
<br /> i�
<br /> { ;
<br /> 0+00 0+25 a+50 0+ 75 1 +00 5 1 +50 1 + 75 2+00 2+25
<br /> 4
<br /> o+75 �
<br /> R
<br /> E 69 . � � � Section B - B
<br /> , 700o B
<br /> B' 7000
<br /> - 8 4 .,_r 00
<br /> � 6990
<br /> 6990 w4.
<br /> ` N
<br /> 6980
<br /> 6980
<br /> 6970
<br /> C� 1 C31 Poncl Bottom 6970
<br /> 0 01- 69606960
<br /> p ;
<br /> a4
<br /> 6950
<br /> o •{-
<br /> 5
<br /> 0
<br /> (/y J
<br /> ., fa r I
<br /> � o+oa o+25 0+50 o+ 75 � +� 00 1 +25 1 +50 1 + 75 2+00 2+25 2+50 2+ 75 3+00 3+25 3+50 3+ 75 4 +00
<br /> 0
<br /> +T5,x a
<br /> 6080
<br /> Sca/e
<br /> till
<br /> E ..
<br /> �. �. t _ -. +t U
<br /> �
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<br /> f�� E 6
<br /> 9 �
<br /> 2+/
<br /> Ft ii ; pp
<br /> "Mx X,
<br /> 6
<br /> 2+50 ttt
<br /> " f
<br /> 4 EMBANKMENT DETAILS
<br /> f
<br /> DOWNSTREAM
<br /> 20.0' UPSTREAM
<br /> Stage Storage Curve
<br /> Section 2
<br /> f 3� EMBANKMENT CREST
<br /> 3+O r f` ffq TOP OF STRUCTURE
<br /> (6991,00) EMERGENCY SPILLWAY PR/NC/PAt SPILLWAY WITN NCRS
<br /> y EL,6986.0,(BOTTOM OF R/PRAP) ANTI-VORTEX TRASH RACK EL,6984.0
<br /> RISER to 18"DIA.GALV STEEL CMP
<br /> o, 6991
<br /> 1 / j� 6989 6 a ._.. _....,. � n �.._...�
<br /> ! TWO X DIA.PERFORATIONS EL 6982.0
<br /> 6988
<br /> o . 6987 1
<br /> / 6986 1
<br /> ( ERG
<br /> 6s86.DO 3 $
<br /> 25
<br /> r f
<br /> �t`� `� �� 4 < t 8985
<br /> ,
<br /> B984
<br /> ! f �" J AL IL W 8 8 . 0
<br /> \ � 6983
<br /> \ ti
<br /> ,
<br /> X.4 X\ �.`� / p 6981
<br /> �, f .R / 1 6980
<br /> 6979Awl
<br /> 6 � ! f .f w 6978
<br /> ANTISEEP COLLARS
<br /> A
<br /> 3+V � R/PRAP PROTECTION AND
<br /> 00 6977 mew 12"PARSHALL FLUME
<br /> ,, '• !,. �, ;�:. ' 6978
<br /> +, ..... 6975
<br /> 6974
<br /> { a 6973
<br /> 6si�
<br /> 6970 18"0 GALV STEEL CMP
<br /> 6969
<br /> 0 0.00 1.00 2.00 3.00 4.00 5.00 6.00
<br /> Accumulative Storage Acre-Ft
<br /> Storage Volume Computations
<br /> Scale1 = 25'
<br /> � ! ELEV. AREA AVG. INTERVAL STORAGE ACC. STAGE
<br /> 1, '' (ft) ac) AREA ft ac-ft STORAGE INTERVAL
<br /> (ac) (ac-ft) (ft)
<br /> i 6969.00 0.0039
<br /> 6970.00 0.0142 0.0090 1.00 0.0090 0.0090 1.00
<br /> �979.00 0.0287 0.0204 1.00 0.0200 0.0291 2.00
<br /> 0.0343 1.00 0.0342 0.0633 3.00
<br /> 6972.00 0.0419 0.0508 1,00 0.0509 0,1141 4.00
<br /> 6973.00 0.0598
<br /> / 6974.00 0.0785 0,0691 1.00 0.0690 0.1831 5.00
<br /> 6975,00 0.1004
<br /> 0.0895 1.00 0.0894 0.2725 6,00
<br /> 0.1120 1.00 0.1119 0.3844 7.00
<br /> a 6976.00 0.1238 0.1360 1.00 0.1360 0.5204 8.00
<br /> 6977.00 0.1484 0.1617 1.00 0.1616 0.6820 9.00
<br /> 6978.00 0.1750 MR-199
<br /> i` r 6979.00 0.2027 0.1888 1.00 0.1888 0,8708 10.00
<br /> 0 / r 0,2171 1.00 0.2171 1.0879 11.00
<br /> 3. 6980.00 0.2314
<br /> Approved 19
<br /> 8981.00 0.2597 0.2456 1.00 0,2455 1,3334 12.00
<br /> � 8982.00 0.2896
<br /> 0,2746 1.00 0,2748 1.6082 13.00
<br /> j 0.3045 1.00 0.3045 1.9127 14.00
<br /> 6983,00 0,3194
<br /> 6984.00 0.3496 0.3345 1.00 0.3344 2.2471 15.00 •
<br /> 2Section
<br /> 0,3853 1.00 0,3853 2.B 124 18.DO
<br /> 6985.00 0.3809
<br /> + 6986.00 0.4145
<br /> 0.3977 1.00 0.3976 3.0100 17.00 ENGINEERS CERTIFICATION
<br /> r 0.4145 1.00 0.4145 3,4244 18.00 I BR/A As-Bullt N W. COATES hereb certi th h'
<br /> 8987.00 0.4145
<br /> 6988.00 0.4145 0,4145 1,00 0.4145 3,8389 79.00 map has been reviewed by me and is true/S
<br /> 6989.00 0.4145 0.4145 1.00 0.4145 4.2533 20.00
<br /> 0.4145 1.00 0,4145 4.6678 21.00 N and correct to the best of my knowledge and SCALE: _As Shown
<br /> 6990.00 0.4145 Information, relying on information supplied DATE: 8116118
<br /> 0.4145 1.00 0.4145 5.0823 22.00 by experts employed by Colowyo Coal V'' DRWG. BY.-Scale
<br /> 1 �1 6591.00 0,4145
<br /> Tanv
<br /> Company or qualified consultants working
<br /> . COAL � APPROVED BY.• E
<br /> for Colowyo Coal Company, and that I am a 1, COMPANY
<br /> Professional Engineer licensed in Colorado as p�
<br /> ContourInterval == Ft. O2'LE-eaonUC.TtT" DRWG NO.
<br /> required by the provisions of C.R.S.
<br /> 12-25-101 through C.R.S. 12-25-119. IN
<br /> WITNESS WHEREOF, l have hereunder set Colowyo Coal Company Figure 7-26G-�1
<br /> W E 5731 State Highway 13
<br /> my hand and affixed my seal. Meeker,Colorado 81641
<br /> ���r� No. REVISION DATE BY CHK
<br /> `�� ice,
<br /> A •••• / "�i MR-
<br /> o� •' Co�� s�! 199 Added Staff Gauge Note 3/25/79 Tony 8G
<br /> '� • K N• i
<br /> S
<br /> 15
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<br /> k,' 0 N A L �-'o L
<br /> �rrrriii��r�� �
<br /> Note: A staff gauge is installed inside the pond near the primary discharge.
<br />
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