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<br />1..... <br /> <br />Over 90 percent of the canals and laterals are unlined and I80st of <br />the diversion dams and the canal and lateral structures were origin- <br />ally of timber construction. Many of the major structures have been <br />replaced with more peDRanent concrete and steel construction, but a <br />large number of the more than 5,000 canal and lateral structures are <br />yet of timber construction and are obsolescent, deteriorated, unsafe <br />or unsightly. <br /> <br />C'J <br />In,, <br />c <br />- <br /> <br />Over the project operation period, numerous adjustments i1l ve been <br />made in the project irrigable acreage. These adjustments have been <br />caused by several factors including; so11, drainage, and topographic <br />conditions not fully evaluated at the time of initial construction; <br />DDnparticipation by owners of some lands; and changes in economic <br />conditions. The project presently irrigates 83,800 acres of land. <br /> <br />Although the project water supply i. adequate during most portions <br />of the irrigation season, a water shortage exists during periods <br />when water requirements of crops are 'the 'greatest. These shortages <br />are due primarily to high water conveyance losses and limitations <br />in capacities of the Gunnison Tunnel and some of the project canal. <br />and laterals. Possible methods of reducing the water shortages <br />include the enlargement of the Gunnison Tunnel, enlargement and lining <br />of some of the canals and laterals, provision of additional reservoir <br />storage in the Uncompahgre River drainage, discontinuation of irriga- <br />tion service to some of the project Lands, and improvements in the <br />efficiency of applying present water supplies. <br /> <br />.'\ <br /> <br />The Uncompahgre Project area has been reported to be one of the major <br />sources of the saline content of Colorado River water. There is a <br />need to decrease the salinity contributions from the area. Ways of <br />accomplishing this objective include improvement in the efficiency of <br />irrigation water use and reduction in canal and lateral seepage losses. <br /> <br />Costs of operating and maintaining the project have increased almost <br />continuously due to rising costs of labor and materials, the accelera- <br />ting need for structure replacements, and the policy of improving the <br />quality of the structures and the general maintenance. Probable <br />future increases in operation and maintenance costs could impair the <br />capability of the Uncompahgre Valley Water Users Association to operate <br />the project and meet contractual repayment obligations. There is a <br />need to modernize the project water conveyance and distribution system <br />to reduce operation and maintenance costs, improve the irrigation <br />water supply, reduce salinity contributions, and improve the appear- <br />ance of the area. <br /> <br />The repayment history of the project is quite complex due to <br />several factors. These include project additions and rehabili- <br />tation work subsequent to the initial construction, charge-offs <br />due to reclassification of land to a nonproductive status, delin- <br />quencies in payment of assessments, and deferments during the <br />