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<br />"":"" <br />00 <br />.... <br /> <br />Po.ssible futl,re development <br /> <br />The average annual inflow to Cone Reservoir has been estimated at 2,200 <br /> <br />acre-feet which means that 3,100 AF would overflow the canal. This 3,100 <br /> <br />AF could be picked up by the Lilylands system. This added to the 4,600 AF <br /> <br />undeveloped above the Lilylands Canal and below the Cone Canal would <br /> <br />amount to approximately 7,700 AF that could be diverted if the Lilylands <br /> <br />intake system were adequate to handle this flow and adequate storage was <br /> <br />available. <br /> <br />., <br /> <br />An average annual runoff of approximately 9,400 AF could be tapped from <br /> <br />the Fall Creek (water would be transported through saddle to Saltado <br /> <br />Creek) and Saltado Creek drainages (See brown shaded area of Plate 2). <br /> <br />This would leave 8,500 AF to be picked up by the existing Hughes Ditch. <br /> <br />t, <br />;1 <br /> <br />Assuming the 4,000 AF allowed for present development is correct, then <br /> <br />,. <br />" <br />i <br /> <br />approximately 4,500 AF could be diverted elsewhere. <br /> <br />By tapping water supply from these three areas. an average of approxi- <br /> <br />~. <br /> <br />mately 21,600 AF per year could be diverted. <br /> <br />( <br />" <br /> <br />The following table summarizes the amount of land that could potentially <br /> <br />G <br />r <br />'lo: <br />~ <br />.~ <br />., <br /> <br />be brought under irrigation. <br /> <br />" <br />.~ <br />~~ <br /> <br />~ <br /> <br />",'1 <br /> <br />.:' <br /> <br />",: <br /> <br />3 <br />