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<br />Based on an analysis of the tabulation of wells in- <br /> <br /> <br />cluded in the above referenced U.S.G.S. report, it is known <br /> <br />, <br />, <br />j <br /> <br />that well development above John Martin Reservoir (Colorado <br />Water Districts 14 and 17) generally occurred prior to that <br /> <br />below John Martin (Colorado Water District 67). Half of the <br /> <br />irrigation wells between John Martin Reservoir and the <br /> <br />Colorado-Kansas stateline were drilled before 1962, but half <br /> <br />of the wells reported above John Martin were in existence <br /> <br />and in use prior to 1956. <br />As noted above, most of the alluvial wells are report- <br />edly used as a supplemental irrigation supply. Accordingly, <br /> <br />it is likely that annual well pumpage is highly dependent <br /> <br />upon quantities of water available from the surface water <br /> <br />supply. Thus, during drier than average years, when surface <br /> <br /> <br />water supplies are limited, well usage could be expected to <br /> <br />increase, and, during wet years, there may be little or no <br /> <br />need for irrigators to use their wells. <br /> <br />Without question, groundwater withdrawals by alluvial <br />wells impact streamflows. Stream depletions from the <br />pumping of alluvial wells is brought about primarily by the <br /> <br />interception and consumption of groundwater in transit to <br /> <br />the stream and secondarily by a flow reversal that occurs <br />when pumping lowers the water table elevation below that of <br />the stream bed. The timing of depletions from alluvial well <br />pumping is dependent upon the distance from the well to the <br /> <br />'stream and the characteristics of the groundwater aquifer; <br />For a well located immediately adjacent to a river, the <br /> <br />timing and pattern of depletions may closely follow the <br /> <br />-22- <br />