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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />stringent well administration and regulation. The main stem irrigation pumping during water <br />years 1990-94 averaged 78,555 acre-feet annually. Averages of 58,197 and 20,358 acre- <br />feet annually were supplemental and sole-source pumping respectively. <br /> <br />Table 3 shows the distribution of this 1990-94 main stem irrigation pumping by river <br />segment and type of use. Most of the pumping occurred in the lower part of the basin. An <br />average of only 7,118 acre-feet annually (9.06 percent of the total) affected the Arkansas <br />River above the diversion facilities for the Amity Canal. An additional 3,928 acre-feet annually <br />(4.49 percent of the total) affected the Wiley, Pleasant Valley, and May Valley drains above <br />the Amity Canal. None of this was sole-source pumping. An average of 36,457 acre-feet <br />annually (almost half of the total pumping and about 75 percent of the sole-source pumping) <br />affected the river below the diversion facilities for the Buffalo Canal. <br /> <br />Municioal and Commercial PumDino <br /> <br />Table 4 shows the estimates for the pumping by LAWMA's municipal and commercial <br />members during 1994. Data are not yet available to derive estimates for two municipal and <br />two commercial members. These four members use only small amounts of water so the lack <br />of data for them will not affect the results of this study appreciably. In addition, the two <br />municipal members are located relatively low in the basin, below the Buffalo Canal headgate, <br />and their usage antedates the Arkansas River Compact. Other than these, this pumping <br />amounted to 13,883 acre-feet, of which 12,802 acre-feet occurred in the main stem area, <br />and 1,081 acre-feet occurred outside of the main stem area. The municipal pumping was <br />11,982 acre-feet in the main stem area and 522 acre-feet outside of the main stem area. The <br />commercial pumping was 820 acre-feet in the main stem area and 559 acre-feet outside of <br />the main stem area. This study assumes that the 1994 pumping by municipal and commercial <br />users is representative of the long-term condition. <br /> <br />and is divided among the program participants according to agreed-upon percentages. This water is <br />then regulated in the various storage reservoirs and is available to the various participants during the <br />irrigation season. Allowances are made in the program implementation for the contributions to <br />conservation storage in John Martin Reservoir. The winter storage program was decreed in Case No. <br />84CW179. <br /> <br />10 <br />