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<br />t... <br /><;'J <br />L'? <br />Q <br />::-, <br /> <br />-..' <br /> <br />.... <br /> <br />. <br /> <br />. <br /> <br />from Stage One would be evaluated before deciding <br />to proceed with construction of the rest of the <br />unit. <br /> <br />Stage One development would involve the concrete <br />lining and rehabilitation of structures along a <br />6.8-mile section of the Government Highline Ca- <br />nal between Big Salt Wash and Mack Wash in the <br />western end of Grand Valley. Thirteen laterals <br />that now ~erve the area under the canal section <br />to be lined would be consolidated into 11 and <br />placed in pipe sections. About 6.5 miles of <br />interceptor ditch and four small detention ponds <br />would be constructed above the canal section to <br />prevent runoff from entering the canal. Some <br />existing cross-drainage features would be en- <br />larged. A field station would be constructed <br />as part of the Stage One development for use as <br />a construction headquarters and permanent oper- <br />ating facilities for the entire unit. To com- <br />pensate for wildlife habitat losses, an area of <br />suitable land would be acquired and initially de- <br />veloped, and a watering pond would be construc- <br />ted above the Government Highline Canal. <br /> <br />Data will continue to be gathered to determine <br />the nature and extent of the salt loading to <br />the Colorado River. Such data will include the <br />following: (1) flow measurements and samples <br />from all major washes and drains; (2) samples <br />and water levels from existing observation <br /> <br />. <br /> <br />Grand Valley Unit <br />December 1979 <br />Page 2 of 2 <br /> <br />wells in the Reed Wash Study Area; (3) samples <br />and water levels from an extensive network of <br />wells valleywide; and (4) computation of water <br />and salt budgets for the Grand Valley and for <br />the Reed Wash Study iI.rea. <br /> <br />An extensive drilling program has been completed <br />to obta!n subsurface geologic data along all of <br />the major canals in the valley. The core samples <br />obtained will yield information on the presence <br />and extent of expansive clays, depths to water, <br />and the type of sedimentary materials all of which <br />will affect the engineering design of the canals <br />and laterals. <br /> <br />LOCAL INTEREST <br /> <br />Construction costs (January 1979 costs) <br />Canal lining and improvement <br />Lateral improvement <br />Permanent operating facilities <br />Wildlif e plan <br />Investigations prior to authorization <br />Irrigation Management Service&h/ <br />Total <br />Interest during construction (5 years <br />at 5.625 percent) <br />Less costs of investigations prior to <br />authorization <br />Total investment for <br />economic analyses <br />Annual equivalent costs (50 years at <br />5.625 percent) <br />Construction costs <br />Increased operation, maintenance, <br />and replacement costs <br />Total <br />Cost per mg/L of salinity reduction at <br />Imperial Dam <br />1/ Represents monies already <br />program will be discontinued after <br /> <br />Interest in the Grand Valley Systems Improvement <br />Program by Federal, State, and local concerns is <br />continually growing. In keeping with this interest, <br />the Grand Valley Salinity Coordinating Committee <br />meets regularly and is open to all persons and <br />agencies interested in attending. The purpose of <br />the committee is to ,;oordinate all salinity studies <br />and to disseminate Llformation to the public. <br /> <br />The contract between the U.S. and the Grand Valley <br />Water Users Association for the repayment of opera- <br />tion, maintenance, and replacement costs on Stage <br />One is still in negotiation. <br /> <br />STATISTICS <br />(TAKEN FROM SPECIAL REPORT FOR STAGE ONE) <br /> <br />EFFECTS ON THE COLORADO RIVER (average annual) <br /> <br />",:',';-. <br /> <br />Decrease in salt load (tons) . . . <br />Reduction in depletion (acre-feet) <br />Reduction in salt concentration at <br />Imperial Dam from decrease in <br />salt load (mg/L) . . . . . . . . <br /> <br />2.5 <br /> <br />24,000 <br />200 <br /> <br />ESTIMATED COSTS <br /> <br />PROJ~ FEATURES <br /> <br />6.8 <br /> <br />Canal to be lined (miles). . . . <br />LatP-rals to be improved (miles) <br />Existing. . . . . . . <br />After construction. . <br />Detention ditch (miles). <br />Detention ponds (number) <br /> <br />34.2 <br />29.0 <br />6.5 <br />4 <br /> <br />$8,285,000 <br />8,455,000 <br />420,000 <br />790,000 <br />25,000 <br />25,000 <br />18,000,000 <br /> <br />700,000 <br /> <br />-25,000 <br /> <br />18,675,000 <br /> <br />1,123,000 <br /> <br />10,200 <br />1,133,200 <br /> <br />453,000 <br />expended, though the <br />1979. <br />