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m \ <br /> m <br /> PRIMARY SPILLWAY <br /> c-c <br /> Stage Storage Curve <br /> East Taylor Pond <br /> 6g35 <br /> 6956 <br /> TOP OF S RUCTURE <br /> 6940 6954 (6956.0) <br /> EMERG NCY SPILLWAY(69 4.0) <br /> 6952 <br /> 6945 PRINCIPAL SPILLWAY( 952.0) <br /> 6950 <br /> 6950 <br /> 6948 <br /> 6955 6946 Aft <br /> p 6944 <br /> p PERFORA VIONS(6944.0) <br /> j 6942 <br /> GATE VALVE(694 2.0) <br /> 6955 W <br /> 6940 <br /> 6g50 6938 <br /> 6945 6936 <br /> RGE <br /> 6934 <br /> 694!0 6932 <br /> 6930 46 <br /> 6935 0 2 4 6 8 10 12 <br /> Accumulative Storage (Acre-Ft) <br /> Storage Volume Computations <br /> ELEV. AREA AVG. INTERVAL STORAGE ACC. STAGE <br /> (ft) (ac) AREA (ft) (ac-ft) STORAGE INTERVAL <br /> (ac) (ac-ft) (ft) <br /> 6930.00 0.0000 <br /> 6932.00 0.0762 0.0381 2.00 0.0695 0.0695 2.00 <br /> 6934.00 0.1343 0.1052 2.00 0.2156 0.2851 4.00 <br /> 6936.00 0.1782 0.1563 2.00 0.3120 0.5971 6.00 <br /> 6938.00 0.2250 0.2016 2.00 0.4027 0.9999 8.00 <br /> 6940.00 0.2805 0.2528 2.00 0.5054 1.5052 10.00 <br /> 6942.00 0.3392 0.3098 2.00 0.6193 2.1246 12.00 ^I <br /> O co 0.3739 2.00 0.7473 2.8719 14.00 <br /> 6944.00 0.4087 I V <br /> cp w 0.4467 2.00 0.8917 3.7635 16.00 <br /> 6946.00 0.4847 <br /> O O 0.5276 2.00 1.0550 4.8185 18.00 <br /> 6948.00 0.5705 <br /> 6950.00 0.6597 0.6151 2.00 1.2291 6.0476 20.00 <br /> 6952.00 0.7539 0.7068 2.00 1.4127 7.4603 22.00 <br /> rn 6954.00 0.8561 0.8050 2.00 1.6091 9.0694 24.00 <br /> O 6956.00 0.9692 0.9127 2.00 1.8263 10.8956 26.00 <br /> W E <br /> 0 <br /> S <br /> oh h <br /> ENGINEERS CERTIFICATION <br /> 1, BRIAN W. COATES, hereby certify that this <br /> map has been reviewed by me and is true <br /> and correct to the best of my knowledge and <br /> information, relying on information supplied <br /> by experts employed by Co/owyo Coal <br /> Company or qualified consultants working <br /> for Co/owyo Coal Company, and that I am a <br /> Professional Engineer licensed in Colorado as <br /> required by the provisions of C.R.S. <br /> 12-25-101 through C.R.S. 12-25-119. IN <br /> WITNESS WHEREOF, I have hereunder set <br /> my hand and affixed my seal. <br /> �p.Do LICF� <br /> . w c• • s <br /> 55154 <br /> 18"PRIMARY SPILLWAY WITH TRASH RACK 20' S/pNAL� <br /> EL. 6954.0, RISER IS 18" DIA. GALV STEEL CMP 1%SLOPE <br /> DOWNSTREAM UPSTREAM <br /> 3'• <br /> 2s.y <br /> 2 EACH, 4" PERFORATIONS EL. 6944.0' East Taylor Pond <br /> CUT OFF COLLARS As-Built <br /> 4%SLOPE 18" GATE VALVE, EL. INVERT 6942.0' SCALE: As Shown <br /> DATE: 7/28/20 <br /> DRWG. BY: Tony <br /> COAL APPROVED BY.- .BC <br /> COMPANY <br /> 6' TY PEOPLE-PRODUCTLON'- 'v'v � DRWG NO. <br /> Colowyo Coal Company Figure Exh. 7-14ET-1 <br /> 5731 State Highway 13 <br /> 12' Meeker,Colorado 81641 <br /> Scale 1 " - 301 No. REVISION DATE BY CHK <br /> Contour Interval 1 Ft. Not to Scale TR-145 Corrected typo 1120121 Tony BC <br />