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<br />I <br /> <br />I <br />'m <br />~' <br />f\ <br />.;;' <br />.,~ <br /> <br />, it! <br />. ~~ <br />~ <br />,'I, <br /> <br />iii' <br />.~ <br />~. <br /> <br />'" <br />i, <br />. ~, <br />~ <br />f <br />.~ <br />'I <br />J <br />I: <br />i <br />'t <br />I <br />\ <br /> <br />.' <br />'t <br /> <br />~ <br /> <br />t <br />" <br />, .,\ <br />\f" <br /> <br />,Ii <br /> <br />~ <br />::... <br />"'-.... <br />CJ <br />'..:::.) <br /> <br />,- . <br />....-~--" <br /> <br />The State Engineer also reCXlgl1izes head stabilization or regulating <br />reservoirs as beneficial and penni ts their ronstruction as part of <br />an irrigation system where such stabilization does not alter existing <br />irrigation rights. <br /> <br /> <br />IRRIGATION AND DRAINAGE ProBLEMS <br /> <br />Severe water shortages occur, particularly during the latter part <br />of July and during August and September or after the snow melt <br />season. Water users have, for many years, atterrpted to solve this <br />problem by storing water in the subsoil for use later. This is <br />becaning increasingly difficult due to installation of numerous <br />purrps and shortage of water to maintain the water table at an <br />adequate level. The flow from artesian wells has been decreasing <br />in the last few years. Pmnped wells for irrigation have been <br />increasing. (Small water storage reservoirs are discussed under <br />Study Item 8.) <br /> <br />Because of the sandy, porous nature of the soils in much of the <br />Valley, ditch losses in many places are high, and efficient fann <br />surface irrigation is difficult. (Suggestions for inl:>roving <br />irrigation water managerrent on the fam are given under Study <br />Item 12.) <br /> <br />Decline of the water table in serne areas of the Valley has added <br />emphasis to canal lining needs. Canals need lining or pipelines <br />to save and convey water for surface irrigation. (Major canals <br />wi th high seepage losses or safety hazards which need to be <br />roncrete-lined, relocated or replaced by pipelines are set forth <br />under Study Item 3.) Water can be saved and costs can be reduced <br />where portions of canal systems can be cx:xrbined. (A number of <br />opportunities are listed under Study Item 1.) <br /> <br />Ditch losses in canals from streams on the west side of the <br />Sangre de Cristo Range are excessive. (The possibility of <br />carbining and lining canals or using pipelines is given under <br />Study Item 7.) <br /> <br />Canal and ditch systems studied vary considerably as to their <br />extent of improvements and state of repair. (The needs for repair <br />and replacement of structures along major canals are listed under <br />Study Item 4.) (On-fann needs to reduce seepage losses and inl:>rove <br />irrigation systems are given under Study Item 11.) <br /> <br />Recent changes in Colorado water law will make changes in points <br />of diversion easier and less rostly. Combination headings for <br />two or IlDre ccxrpanies will be IlDre practical than before. (The <br />need for diversion dam repairs and replacerrents - includes new <br />structures where none existed before - are listed under Study <br />Item 2.) <br /> <br />5 <br /> <br /> <br />