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<br />o. <br /> <br />,_OJ <br /> <br />(:_.' <br /> <br />~ <br />Q:l <br />~l <br /> <br />. <br /> <br />PRELlMINAR~ <br />SUBJECT TO REViSION <br />TABLE 1 <br /> <br />JOHN MARTIN RESERVOIR PROJECT <br /> <br />PERTINENT DATA <br /> <br />RESERVOIR DATA: <br /> <br />Elevation <br />Feet above mean <br />Sea Level <br /> <br />Surface Area Capacity <br />Acres Acre-Feet <br />(Based on 1980 Survey) <br /> <br />Top of Dam (concrete section) 3883 <br />Top of Dam (earth section) 3880 <br />Top of Flood Control Pool 3870 17.151 <br />Top of Irrigation Conservation Pool 3851 11,590 <br />Original Stream Bed 3765 0 <br /> <br />615.505 <br /> <br />345,271 <br /> <br />o <br /> <br />Drainage Area. square miles <br /> <br />18,130 <br /> <br />STRUCTURAL DATA: <br /> <br />!lam <br /> <br />Type - Concrete gravity and rolled earth fill embankment <br />with rock surface protection <br /> <br />Helght - Maximum above stream -bed, feet <br /> <br />118 <br /> <br />Total Length - feet <br /> <br />13.962 <br /> <br />Width of roadway on top of dam - feet <br /> <br />21 <br /> <br />Dikes - Fort Lyon Protective Works <br /> <br />Type - Rolled earth fill with rock riprap on reservoir side <br /> <br />Height - Maximum, feet <br /> <br />35 <br /> <br />Total length - feet <br /> <br />13.000 <br /> <br />Top width- feet <br /> <br />10 <br /> <br />20 <br />