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71377138713971407141714271437144714571467147714871497150715171527153715402468101214161820222426283032343638404244EMERGENCY SPILLWAY (7147.00)TOP OF STRUCTURE(7154.00)Accumulative Storage (Acre-Ft)Elevation MSL <br />Stage Storage CurveLower Section 3 PondStorage Volume ComputationsLower Section 3 PondELEV.(ft)AREA(ac)AVG.AREA(ac)INTERVAL(ft)STORAGE(Acre-Ft)ACC.STORAGE(Acre-Ft)STAGEINTERVAL(ft)7137.000.31187138.001.15000.73091.001.00621.22741.007139.001.42681.28841.001.33742.56492.007140.001.56071.49371.001.49474.05963.007141.001.69711.62891.001.63205.69164.007142.001.89791.79751.001.81997.51155.007143.002.04461.97121.001.97129.48276.007144.002.19422.11941.002.119511.60227.007145.002.36702.28061.002.280613.88288.007146.002.54552.45621.002.458316.34119.007147.002.72452.63501.002.634018.975110.007148.002.90542.81491.002.814221.789411.007149.003.09022.99781.002.999424.788812.007150.003.27043.18031.003.182327.971113.007151.003.45073.36061.003.359831.330814.007152.003.63673.54371.003.550434.881315.007153.003.82633.73151.003.734538.615716.007154.004.06063.94351.003.969242.585017.000+000+200+400+600+801+001+201+401+601+802+002+202+402+602+803+003+203+403+603+804+004+204+404+604+805+205+405+605+806+006+206+406+606+807+007+207+40AA'BB'CC'0+000+200+400+600+801+001+202+002+202+402+602+803+003+203+403+603+800+000+200+400+600+801+00DD'0+000+200+400+600+801+001+201+401+601+802+002+202+402+602+803+003+203+403+603+804+004+204+404+604+805+005+205+405+605+806+006+206+406+607+007+207+407+607+808+008+208+408+608+809+009+209+409+609+8010+0010+2010+200 <br />+ <br />0 <br />0 <br />0 <br />+ <br />2 <br />0 <br />0 <br />+ <br />4 <br />0 <br />0 <br />+ <br />6 <br />0 <br />0 <br />+ <br />8 <br />0 <br />1 <br />+ <br />0 <br />0 <br />1 <br />+ <br />8 <br />0 <br />2 <br />+ <br />0 <br />0 <br />2 <br />+ <br />2 <br />0 <br />2 <br />+ <br />4 <br />0 <br />2 <br />+ <br />6 <br />0 <br />0 <br />+ <br />0 <br />0 <br />0 <br />+ <br />2 <br />0 <br />0 <br />+ <br />4 <br />0 <br />0 <br />+ <br />6 <br />0 <br />0 <br />+ <br />8 <br />0 <br />1 <br />+ <br />0 <br />0E <br />E'FF'71907 <br />1 <br />8 <br />0 <br />7170 <br />717071707170716071607160 <br />715 <br />0 <br />7 <br />1 <br />5 <br />0 <br />715071 <br />4 <br />0 <br />7190 71800+000+200+400+600+801+001+201+401+601+802+002+202+402+602+803+003+203+403+603+804+004+204+404+604+805+005+205+405+605+806+006+206+406+606+807+007+207+407+60715071607170718071907200715071607170718071907200Upper Section 3 Pond Cross SectionsAA'0+000+200+400+600+801+001+201+401+601+802+002+202+402+602+803+003+203+403+603+804+00716071707180719072007210716071707180719072007210BB'0+000+200+400+600+801+001+20717071807190717071807190CC'716771687169717071717172717371747175717671777178717971807181718271837184718502468101214161820222426283032EMERGENCY SPILLWAY (7180.00)TOP OF STRUCTURE(7185.00)Accumulative Storage (Acre-Ft)Elevation MSL Stage Storage CurveUpper Section 3 PondStorage Volume ComputationsUpper Section 3 PondELEV.(ft)AREA(ac)AVG.AREA(ac)INTERVAL(ft)STORAGE(Acre-Ft)ACC.STORAGE(Acre-Ft)STAGEINTERVAL(ft)7167.000.57947168.000.94070.76011.000.82231.28121.007169.001.08231.01151.001.01702.29822.007170.001.18301.13261.001.13313.43133.007171.001.26981.22641.001.22604.65734.007172.001.34721.30851.001.30885.96615.007173.001.42071.38391.001.38387.34986.007174.001.49451.45761.001.45758.80737.007175.001.57171.53311.001.532910.34028.007176.001.65351.61261.001.612211.95249.007177.001.73931.69641.001.696313.648710.007178.001.83181.78551.001.785515.434211.007179.001.93261.88221.001.884117.318412.007180.002.04721.98991.001.988219.306513.007181.002.20962.12841.002.137621.444114.007182.002.35992.28471.002.286823.730915.007183.002.49482.42741.002.427726.158616.007184.002.62222.55851.002.558728.717317.007185.002.76992.69611.002.695631.412918.000+000+200+400+600+801+001+201+401+601+802+002+202+402+602+803+003+203+403+603+804+004+204+404+604+805+005+205+405+605+806+006+206+406+606+807+007+207+407+607+808+008+208+408+608+809+009+209+409+609+8010+0010+2010+4071307140715071607130714071507160DD'0+000+200+400+600+801+001+201+401+601+802+002+202+402+602+807130714071507160717071307140715071607170EE'0+000+200+400+600+801+001+2071407150716071707140715071607170FF'Lower Section 3 Pond Cross SectionsCHKBYDATENo.REVISIONDRWG NO.APPROVED BY:DRWG. BY:DATE:SCALE:Colowyo Coal Company5731 State Highway 13Meeker, Colorado 81641COALCOMPANYSAFETY-PEOPLE-PRODUCTION-ENERGYTonyT.R.9/12/24TR-Updated Design to As-Built, Updated Layout164I, Trevor B. Ragsdale, hereby certify that this map has been reviewed by me and is trueand correct to the best of my knowledge andinformation, relying on information suppliedby experts employed by Colowyo Coal Company or qualified consultants working for Colowyo Coal Company, and that I am aProfessional Engineer licensed in Colorado asrequired by the provisions of C.R.S. 12-25-101 through C.R.S. 12-25-119. IN ENGINEERS CERTIFICATIONWITNESS WHEREOF, I have hereunder set my hand and affixed my seal.9/12/24Scale 1" = 100"Contour Interval = 1 Ft.SNEWUpper and Lower Section 3 Pond As-BuiltTony7/19/22As ShownLESFigure Exh. 7-14S3-1Scale Horizontal - 1" = 100'Vertical - 1" = 60'Upper Section 3 PondLower Section 3 PondScale Horizontal - 1" = 100'Vertical - 1" = 60'