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<br /> <br />, . <br />: . <br />ill: <br />;;....It....:..... <br /> <br />:t: . . <br />....3.:;,.. ....................... <br /> <br />. ".. C~ :......,..~.......,...:../....:.. <br />I....)~t...r::.:....~::~~.\ : - . . <br />; . '.J"~'N{wot ....... \.J.{..... <br />iF' . ~ . _- <br />I.'!......,.....; ( l.~....~. .;.t:1 <br />.. ". <br />,. PANAMA: :...... .. i <br />BOU" OEN R:!"S~'" --: RESERVOIR NO.1 1 :: :"j" <br />.. .. ~: i i .r..~~~~" <br />S/XM/LE.T:.)! A BOULOEh ...i: : <br /> <br />- <br /> <br />metered, pressure-type turnouts. The <br />system studied would have the capability for <br />conversion to municipal and industrial use if <br />this were eventually desired. Exhibit IV-3 <br />shows the potential development features of <br />study area B. <br /> <br />Detailed studies of the combined aqueduct <br />and reservoir system were not completed; <br />therefore, it was impossible to determine the <br />optimum number or size of reservoirs <br />required to regulate the area's water supply <br />or to accICrately size the aqueduct. <br /> <br />Determination of the respective individual or <br />entity water rights entitlements would be <br />necessary so that appropriate replacement <br />of supplies could be accomplished under the <br />aqueduct and pipe distribution system. <br /> <br />POTENTIAL OEVELOPIllENTS <br /> <br />~ RESERVOIRS <br /> <br />....... FRONT RANGE AQUEDUCT <br />TRUNK LINES <br /> <br />ARTERIAL PIPE LINES <br /> <br />l' <br /> <br /> <br />Rehabilitation and/or Consolidation <br />of Existing <br />Irrigation Systems <br /> <br />Studies have been made concerning the <br />feasibility of reconstructing the existing <br />distribution systems to conform to present <br />canal and lateral system design standards. <br />Canals and laterals could be shortened with <br />resultant savings in operation and <br />maintenance costs of canals, bridges, and <br />other structures. Some rights-of-way lands <br />could be converted to productive use. <br />Reductions could be made in the acreage of <br />seeped land, in the number of turnouts, and <br />in water transportation losses. In certain <br />localities; it might be possible to combine <br />ditches by enlarging the higher and <br />eliminating the lower ditches. <br /> <br />EXHIBIT :nz: - 3 <br /> <br />(... FOOTHILLS AQUEOUCT <br />~ <br /> <br />o <br /> <br />MILES <br /> <br />PORTION OF FRONT RANGE UNIT <br /> <br />RESERVOII-4QUEDUCT- <br />DISTRIBUTION SYSTEM <br /> <br />IV-5 <br /> <br />