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<br />-.if. <br />'i;'.~ <br /> <br />Glenwood Springs. The irrigation supply would also be increased through <br />the diversion of unused surplus flows of Cattle Creek to the existing <br />Missouri Heights (Spring Park) Reservoir that would be operated in con- <br />junction with the project. The water used on lands below the Cattle <br />Creek diversion and lands in the lower reaches of Mesa and Coulter Creeks <br />would have their present water supply replaced by water from the Landis <br />Canal. The water presently used on these lands would be transferred to <br />lands further upstream by exchanges. <br /> <br />Strict constr.uction specifications Wluld be followed in burying all pipe- <br />lines and disturh;'-i: (oT)ly csscntid areas. All disturbed areas would be <br />reshaped and revegetated to harmonize with existing environment. <br /> <br />ALTERNATIVES <br /> <br />The replacement of the first portion of the Landi8 Pipeline with a pump <br />at the town of Basalt to lift water to the same cansl alignments as the <br />project plan is the only visble alternative to the project. <br /> <br />PURPOSES SERVED <br /> <br />Timing <br /> <br /> Unit Total <br /> ac.-ft. 11,500 <br /> ac.-ft. 6,100 <br /> ac.-ft. 5,400 <br />1980 year 5,000 <br />1990 year 11,500 <br />Unit 1980 2000 <br />ac.-ft. 3,200 12,600 <br />ac~-ft. 11,600 2,200 <br />acres 4,660 <br />acres 2,330 <br />acres 530 <br /> '7:;520 <br />ac.-ft. , 10,300 <br /> <br />Municipal and domestic water <br />Municipal <br />Domestic <br /> <br />Domestic irrigation <br />Irrigation <br />Supplemental <br />Full service <br />Presently cultivated <br />Native cover <br />':Total <br />Depletion <br /> <br />MAJOR PROJECT FEATURES <br /> <br />Landis Pipeline <br />M&D trunk lines <br />Snowmass <br />El Jebel <br />Carbondale <br />Landis eanal <br />Irrigation laterals <br />Drains <br /> <br />Length <br />(miles) <br />18 <br /> <br />Capacity (cfs) <br />Initial Terminal <br />160 135 <br /> <br />9 <br />:, <br />8 <br />13 <br />12 <br /> <br />4.4 1.0 <br />10.6 1.5 <br />11.1 .6 <br />135.0 50.0 <br />7 to 8 <br /> <br />7 <br /> <br />2 <br />