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<br />While it is a fact that postcompact well development in <br /> <br />Colorado has occurred, additional analyses are required to <br />accurately determine the timing and extent of depletions <br />resulting from this groundwater usage. Without additional <br /> <br />analy~es, however, existing information and previous inves- <br />tigations by others would certainly lead a reasonable and <br />prudent engineer to consider well depletions to be a pos- <br /> <br />sible explanation for declines in streamflows. Colorado, <br /> <br />- <br /> <br />however, presents no explanation for not considering well <br />depletions and fails to mention well development in its <br /> <br />report. <br /> <br />2. Return Flows from Transmountain Diversion <br /> <br />, <br />As noted in Kansas' first report, transmountain diver- <br /> <br />sions have significantly increased with time. A bar graph <br /> <br />of annual amounts of transmountain diversions into the <br /> <br />Arkansas River Basin is shown in the attached Figure 1. <br /> <br />Also attached is a single mass diagram of transmountain <br /> <br />diversions versus time (Figure 2). These graphs illustrate <br /> <br />the increase in transmountain diversions over time. The <br /> <br />large increases in the late 1960s and early 1970s reflect <br /> <br />the start of transmountain diversions 'from the Homestake and <br /> <br />the Fryingpan-Arkansas Projects. Transmountain diversions <br /> <br />are used for a variety of purposes, but most are either used <br /> <br />for municipal or irrigation purposes. Nearly all, if not <br /> <br />all, of the return flows from the initial use of these <br /> <br />transmountain diversions accrue to the streamflow of the <br /> <br />I Arkansas River above John Martin Reservoir. <br /> <br />This water is <br /> <br />not a natural inflow to the Arkansas River between the Canon <br /> <br />-24- <br /> <br />;:; <br />