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<br />Q00431 <br /> <br />The United States has agreed, to maintain a minimum streamflow of 4 cfs in the Florida <br />River between the dam and the headgate of the Florida Farmers Ditch. The City of Durango also <br />owns senior direct flow water rights on the Florida River which total about 8.9 cfs. Accordingly, <br />the minimum release could vary from 4 cfs to 12.9 cfs, depending on the City's demands and the <br />gains to the river downstream of the dam. Normally during the non'irrigation season, the City's <br />demands are less than 4 cfs. It is noted that the Colorado Water Conservation Board has also filed <br />for a minimum instream flow right for the reach of the river below the dam. being 7 cfs from July <br />1 through October 14 and 14 cfs for the remainder of the year. Operation of the new hydro- <br />electric generation facility at the dam (11 cfs) is consistent with the bypass/release for. minimum <br />flow requirements. <br /> <br />The Florida Project is operated to provide an annual yield, measured at the water users' <br />headgates. of 25.740 acre,feet per year. This represents a 100% allocation of the Project supply <br />and each "acre,foot unit" represents 1 / 25.74Oth of the available supply. These acre-foot units <br />are owned by the various individuals who own and irrigate the project lands. According to the <br />Florida Water Conservancy District, the historic allocation has never been less than 100% and <br />frequently, the annual allocation is established at greater than 100%. The Project water supply <br />is very specifically tied to only the 19.450 acres originally designated by the USBR. No expansion <br />of acreage is allowed. The remainder of. the active storage capacity in lemon Reservoir /39.030 <br />ac-ft - 25.740 ac-ft) is used to make up seepage and evaporation losses. transportation losses and <br />carryover to provide for dry year conditions, <br /> <br />According to the Division Engineer and Water Commissioner, supplemental irrigation water <br />from lemon Reservoir is generally required when the natural flow of the river drops below about <br />200 cfs. There are approximately 7 maior irrigation structures on the Florida River, cumulatively <br />decreed for over 200 cfs. which represent the structures that deliver the majority of the Project <br />water supplies from the reservoir. These structures are separated into the" A" Group and the "B" <br />Group. The" A" Group consists of those ditches that divert from the Florida River and irrigate <br />lands immediately adjacent to the stream. The major structures in this group are listed below. <br />Cumulatively. these structures are allocated 1,520 acre-feet of Project water annually (5.9% of <br />the total project supply). The pro rata allocation of Project water to each ditch was based on the <br />irrigated acreage determined for the CROSS. <br /> <br />GROUP "A" <br /> <br />WOlD <br /> <br />PROJECT AllOCATION <br /> <br />Harris Patterson Ditch <br />Pioneer Ditch <br />McCluer,Murray Ditch <br />Banks'Tyner Ditch <br />Tyner'East Side Ditch <br /> <br />301003 <br />301019 <br />301009 <br />301033 <br />301243 <br />TOTAL <br /> <br />183 AF <br />547 AF <br />198 AF <br />410 AF <br />182 AF <br />1,520 AF <br /> <br />Group "S" is made up of only two major ditch systems; (1) the Florida Farmers Ditch, <br />including the Florida Farmers "Co'op" and (2) the Florida Canal. including its enlargement. The <br />cumulative allocation of Project water under these two systems is 24,220 acre,feet per year <br />/94.1% of the total project supply). The pro rata allocation of Project water to the two systems <br />was based on the irrigated acreage determined for the CROSS. <br /> <br />16 <br />