Laserfiche WebLink
<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 />B. Historical Consumptive Use of the Keesee Water Rights. <br /> <br />Historical consumptive use of the Keesee Ditch was derived for this study from the <br />H-I Model's output and efficiency factors for the period of1950 to 1994. Values obtained from the <br />1996 "Compact Run" version of the H-I Model include acres, simulated river headgate diversions, <br />total crop evapotranspiration, and effective precipitation. Canal loss was calculated as 3.3% ofriver <br />headgate diversions with a 3.5% off-farm lateral loss and 3.5% on-farm lateral loss. As shown in <br />Table 2 the average annual consumptive for all of the Keesee water rights was 3,201 acre-feet <br />(1,600.5 acre-feet for one-half of the Keesee water rights) during 1950-94 with a firm annual <br />consumptive use of2, 123 acre-feet (1,061.5 acre-feet for one-half of the Keesee water rights) in 1951 <br />and a maximum consumptive use of 4,294 acre-feet (2, 147 acre-feet for one-half of the Keesee water <br />rights) in 1974. The average annual consumptive use of 3 ,522 acre-feet (1,761 acre-feet for one-half <br />of the Keesee water rights) during 1980-94 represents the historical operations under the 1980 <br />Operating Agreement for John Martin Reservoir. The firm and maximum annual consumptive use <br />during this period was 2,593 acre-feet (1,296.5 acre-feet for one-half of the Keesee water rights) in <br />1993 and 4,235 acre-feet (2,117.5 acre-feet for one-half of the Keesee water rights) in 1988 <br />respectively. <br /> <br />C. Inflows to the Keesee Article II Storage Account. <br /> <br />As previously mentioned, the Keesee water rights have storage available in the <br />Article II Account System within John Martin Reservoir and one-half of the deliveries made to the <br />Keesee Article II Storage Account would be available for LA WMA to use as a replacement source. <br />Inflows to the Keesee Article II Storage Account in John Martin Reservoir are shown on page 3, <br />column 5 of Table 3. This water may be delivered to the Offset Account at LA WMA's discretion <br />or released to the river for replacement purposes. The average annual consumptive use factor of <br />64.9%, which is based on the average monthly water balance for the Keesee water rights, would be <br />used to determine the replacement credits for that water. <br /> <br />D. LA WMA's Need for Additional Replacement Water. <br /> <br />As the CWCB is aware, the final phase of the Kansas v. Colorado litigation was <br />completed earlier this year and LA WMA's participation in that litigation, although necessary, was <br />very expensive and is discussed in more detail in Section VLB. of this study. That litigation, and its <br />potential outcome, has forced LA WMA to take a closer look at its replacement water sources and <br />the adequacy of those sources for meeting LA WMA's replacement requirements especially during <br />a series of dry years such as the ones recently experienced in Colorado. During the final phase ofthe <br />trial the Special Master made it clear that LA WMA' s continued and expanded use of the Offset <br />Account in John Martin Reservoir would be critical to insuring Colorado's compliance with the <br />Arkansas River Compact now and in the future. <br /> <br />Furthermore, the extreme state-wide drought that peaked in 2002 - 2003 has also <br />forced LA WMA to take a closer look at the adequacy of its replacement water sources. For example, <br /> <br />6 <br />