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<br />I <br /> <br />I <br /> <br />I <br /> <br />w <br />...... <br />...... <br /><::> <br /> <br />Additionally, ontarm ImprOVements ~ill include concrete ditches with headgates <br />and ports or notches, or pipelines and gated pipes with control valves that <br />accommodate semiautomatic timing devices to shut off the flo~ of water at the <br />prescribed lime. <br /> <br />I <br /> <br />Installation of semiautomatic liming devices for salinIty control, although <br />encouraged by SCS, is optional, available to those who may want them, hut not <br />required for all ....ho choose to participate in lhf> program. <br /> <br />The third solution considered the effect of combining anfarm water management <br />with lining of the onfarm ditches. undt.'r this third solution l""O levels of <br />implementation ~ere examined. The minimum level a;sumes implementing baSIC <br />improvements in existing irrigatIon systems and practices Suited to manual <br />labor. The maximum level asswnes reorganization of existing systems, including <br />making needed Improvements in a sufficient reach of the off-farm ""ater delivery <br />system to assure proper operation of the onfarrn system, The maximum level <br />also includes the option for designing the onfarrn improvements to accommodate <br />the use of semiautomated timing devices to achieve a higher degree of precision <br />in controlling the time of each irrigation set and to reduce the manual labor <br />needed for irrigatJon. Cost f'stimates for concrete ditch lining sholo'n for <br />each alternative plan include df'sign and construnion features needed to Io'ith- <br />stand fre~zing action resulting from carrying ~inter water for livestock. <br /> <br />Plan formulatIon included evaluation of the 26 ~atersheds for levels of improve- <br />ment and t~~es of benefits to be derived. Alternative plans Werf' formulated <br />under each level of improvement by ~rouping watersheds to emphasize two planning <br />objectives: <br /> <br />I. Maximize net benefits - onfarm and downstream. <br />2. Maximize salt load reduction. <br /> <br />Alternatives ""ere formulated by <ldding treatment unti I net benefits approached <br />Zero for each levf'l of treatment. Results of forrnul.Jting these alternative <br />plans are sho~n in Tabl~ IV-I. <br /> <br />The next step ~as to rank the alternative plans by increaSing order of total <br />cost and to compare total cost ~ith salt load reduction, <br /> <br />Off-Farm Lateral Iml'rO\,'ements. <br /> <br />This liSDA study extended the concept of onfarm ditch lining to include <br />improving the off-farm laterals that arf' outside of the Uncompahgre Project <br />Area under study by the Bureau of ReclamatIon. Improvement of these off-LHm <br />laterals 1,,:as considered in t....o parts. It is necessary that onfarm improvements <br />include improving a sufficient length of the distribution laterals to assure <br />proper operation of the onfarm system improvements. It ...'as estimated that 80 <br />percent of the smdll laterals should be included as an integral part of the <br />onfaem system improvements at the maximum level. The remaining 20 percent of <br />the small laterals and all of thf' medium sized laterals are included in this <br />discussion of off-farm laterals. Improvement of large canals in Delta County <br />was not cost effectIve based on prelimlndry analysis of salt reduction benefits, <br />hut is schedulf'd for further study by the Bureau of Reclamation under their <br />planning for additional development of ~ater resources in the area. <br /> <br />1\'-) <br /> <br />