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N <br /> e 1 Si o� Q e <br /> Section A - A <br /> 0+00 � A A <br /> n k g . . � $ g{ 7010 7010 <br /> ' .1 .... <br /> ti � 7000 7000 <br /> ek <br /> °, Eit - e e <br /> ` fi <br /> , <br /> x <br /> t / <br /> 3 <br /> 01 69906990 <br /> 6980 <br /> 980 <br /> E ' <br /> 0 ' <br /> i ` $ 0+00 0+25 0+50 0+ 75 1 +00 1 +25 1 +50 1 + 75 2+00 2+25 <br /> amo- <br /> 9 � 9 <br /> d° <br /> IJ <br /> 75 <br /> 6," ,se qt� <br /> T000B <br /> Section B B <br /> B 7000� e�x <br /> '�r �,�.�;'t i o'� {� 4�1 R 'R'_',, ... <br /> 711 k <br /> �.� 1 +oow 6990 6990 <br /> ............... 6980 <br /> x.„. <br /> 'T 6980 <br /> , <br /> 6970 <br /> 6970 <br /> ` $ <br /> V <br /> _...,. . <br /> s 9 3 O _ Poncl Bottom <br /> ISO <br /> ` 6960 <br /> 4 . -� � � # � 6960 <br /> , <br /> , <br /> / <br /> *� '� ' <br /> Q <br /> Y <br /> v .� <br /> ° a r <br /> p a <br /> A <br /> 3! }fi a <br /> i t <br /> 5 <br /> a 6950 <br /> ._. � ,� r �# � 6950 <br /> t. <br /> �m r <br /> ------------ <br /> r { <br /> 1 a ' s0 1 <br /> ', . <br /> Pm a <br /> , � f 0+00 0+25 0+50 0+ 75 1 +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 /> +75 <br /> NN <br /> '� � - <br /> 251 <br /> Scale 1 <br /> ' i / <br /> - 5 <br /> 1i <br /> 4 _ <br /> i� ,Y, FjA7rJ <br /> p S <br /> t l 6d <br /> i <br /> d <br /> +00 � yg <br /> �L `IN, <br /> g j(p� } & 2t d <br /> 5 pp app p pg f <br /> tttt 9 g F` <br /> k,,4NN�\} se tPt s <br /> �a <br /> 0 m\ <br /> iff <br /> +50 <br /> �4 ,��yk� i <br /> 1 1 \e9 L 1`l5 'eifvP {pAd ) <br /> " e 1, � i i e`' f F ! �dajil �� �' I S <br /> \ i p , , la"I <br /> ; f ' p / EMBANKMENT DETAILS <br /> r q4 } �j f,Pllj((g�f i . <br /> 4 ! } i iE `�YL 1. E 4 ® i ` f d �' d (P € f Yf 6{f p$/ gI f d✓ <br /> i\ � 0 2 <br /> DOWNSTREAM 20.0 UPSTREAM <br /> �` <br /> �t ��' <br /> fit <br /> Stage Storage Curve <br /> EMBANKMENT CREST <br /> Section 26 6991.0 <br /> +V TOP OF STRUCTURE <br /> �� $. 4 � �` r g 1 �� f p EMERGENCY SPILLWAY PRINCIPAL SPILLWAY WITH NCRS <br /> ' cr I I // (6991.00 EL.6986.0, BOTTOM OF R/PRAP ANTI-VORTEX TRASH RACK EL.6984.0 <br /> '` 1 ) 1 RISER/S 18"D/A.GALV STEEL CMP <br /> o~ eta` , A l '` �" € i/ � / 's1 t E t �� / e 699D <br /> �Er u� \ y\ �. f t€ a f I 6989 5 _.._.. TWO 3"DIA.PERFORATIONS,EL 6982.0 <br /> �y t �y 1�t /�t i,P 6988 1 <br /> :. �tltl � r <br /> k 1 ' <br /> \ l <br /> 3+25 / t f i 8/11 698E E N I WAY 6986.00 3 <br /> 6985 <br /> 6983 PRINCIPAL S ILLWAY 6984.00 <br /> 6982 <br /> A :� \ € g ; p a s € I fi/ O 6981IOLES 82,00 <br /> 6980 <br /> 6979 <br /> '� ;. j� , fop�E W 6978 ANT/SEEP COLLARS <br /> ki O 0 3 '�V r{; s / J vim, 6977 RIPRAP PROTECTION AND <br /> ,` SH L FLUME6976 12"PAR AL <br /> �q iE a tr <br /> 69756974 <br /> 6973 <br /> 1h' r' ! 6972 <br /> 6971 <br /> 6970 18"0 GALV STEEL CMP <br /> 6969 <br /> y <br /> ` V� llf l Fl l fr ,r1?I / 0.00 1.00 2.00 3.00 4.00 5.00 6.00 <br /> 4` lid <br /> ° '�o ''xi °�` mow~„4 € ' l Accumulative Storage (Acre-Ft) <br /> ' .I <br /> . ��a`�1 Storage Volume Computations <br /> 4- <br /> 1\ 3 �... <br /> J <br /> N� <br /> Scale - 251 <br /> ELEV. AREA AVG. INTERVAL STORAGE ACC. STAGE <br /> K °/ f r!/ ° `' () (ac) AREA <br /> (ft) (ac-ft) STORAGE INTERVAL <br /> \ B <br /> (ac) (ac-ft) (ft) <br /> 6969.00 0.0039 <br /> 6970,00 0,0142 0.0090 1,00 0.0090 0,0090 1.00 <br /> 8971.00 0.0267 0.0204 1.00 0.0200 0,0291 2.00 <br /> tF 0.0343 1.00 0.0342 0,0633 3.00 <br /> r 6973.00 0.0598 0.0508 1.00 0.0509 0,1141 4.00 "" <br /> romw <br /> 3 ' 0.0691 1.00 0.0690 0.1831 5,00 <br /> ' 41 J 6974.00 0.0785 � � <br /> 6975.00 0.1004 0.0895 1.00 0.0894 0.2725 6,00 <br /> /F 6976.00 0.1236 0.1120 1.00 0.1119 0.3844 7.00 <br /> �►15 V►� <br /> 0.1360 1,00 0.1380 0,5204 8,00 <br /> 00 01484 REC+ <br /> 6977. . SZQN <br /> 8978,OD 0.1750 0.1617 1.00 0.1616 0.6820 9.00 <br /> 0.1888 1.00 0.1888 0.8708 10.0o TR-126 t�1NING <br /> g Qj ,P 6979.00 0.2027 0.2171 1.00 0.2171 1.0879 11.00 <br /> Approved 10/19/18 <br /> 6980.00 0.2314 <br /> 6981.00 0.2597 0.2456 1.00 0.2455 1.3334 12.00 <br /> 6982,00 0.2896 0.2746 1.00 0.2748 1.6082 13.00 <br /> 0.3045 1.00 0.3045 1,9127 14.00 6983.00 0.3194 Section <br /> 26 Pond <br /> � 6984.00 0,3496 0.3345 1,00 0.3344 2.2471 15.00 <br /> 0.3653 1.00 0.3653 2.6124 16.00 <br /> 6985.00 0.3809 <br /> 6986.00 0.4145 0.3977 1.00 0.3976 3.0100 17.00 <br /> . <br /> 6987,00 0.4145 0.4145 1.00 0.4145 3.4244 18.00 ENGINEERS CERTIFICATIONAs-Bui*lt <br /> 6988.00 0.4145 0,4145 1.00 0.4145 3,8389 19.00 1, LEE E. SAMPSON, hereby certify that this <br /> 6989.00 0.4145 0.4145 1.00 0.4145 4,2533 20.00 N <br /> map has been reviewed by me and Is true SCALE: As Shown <br /> 0.4145 1.00 0.4145 4.6678 21.00 and correct to the best of m knowledge and d <br /> 6990.00 0.4145 y g � DATE: 8/16/18 <br /> 0.4145 1.00 0.4145 5.0823 22.00 information relying on information supplied DRWG. BY. Tony <br /> I 6997,00 0.4145 �1301 <br /> by experts employed by Colowyo Coal <br /> Sca/e <br /> COAL APPROVED BY: LES <br /> Company or qualified consultants working COMPANY <br /> for Colowyo Coal Company, and that I am a <br /> ontourInterval Fte Professional Engineer licensed in Colorado as pLE-pRODUCTr�. � DRWG NO. <br /> required by the provisions of C.R.S. Colowyo Coal Company Figure 7'26G- <br /> 12-25-101 through C.R.S. 12-25-119. IN 57V3�8tate Highway 13 p y <br /> WE WITNESS WHEREOF, I have hereunder set Meeker,Colorado y 13 <br /> my hand and affixed my seal. <br /> No. REVISION DATE BY CHK <br /> 4 <br /> •. <br /> . SA Y•� J' i <br /> S S : j✓�47031 <br /> 0.<\ '�F� g. ' <br />