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<br />n~~I~~O <br />~) 1.1 ~) ~J '~. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />C. <br /> <br />Reach 3 - Just downstream from Lemon Reservoir to the Florida <br />River below the Florida Farmers Ditch gage. The reach includes <br />runoff contributions from the following areas: <br /> <br />lJ-V <br /> <br />Drainage Area <br />(square miles) <br />6.9 <br />7.7 <br />24.6 <br /> <br />Average Annual <br />Runoff per sq. mile <br />350 <br />320 <br />130 <br /> <br />,~ <br /> <br />Location <br /> <br />Shearer Creek <br />Red Creek <br />Misce II aneous <br /> <br />Y: <br />\~ /\ ( <br />\ <br />\0' <br /> <br />V. Inigated Areas \ <br /> <br />Reach 1 - 149 acres (mainstem) <br />- 3,102 acres (Salt Creek) <br /> <br />Reach 2 - 1,413 acres <br /> <br />Reach 3 - 476 acres (in area between Lemon Reservoir and the Florida <br />Canal) <br />- 16,814 acres (Florida Mesa) <br /> <br />- City of Durango municipal diversions <br /> <br />A detailed listing of inigated areas is included in Tables 2 through 6. <br /> <br />VI. Stream Depletion <br /> <br />A. City of Durango diversions <br /> <br />All diversions by Durango to result in a depletion to the Florida <br />River. A discussion of Durango diversions are presented in the <br />"Summary of Animas River Model." Monthly estimated diversions <br />are presented herein as Table 7. <br /> <br />B. Consumptive use of inigation water <br /> <br />The potential consumptive use of irrigation water in the Florida <br />River basin and in the Florida Mesa area was estimated through <br />the calibrated use of the modified Blaney-Criddle method. The <br />crop mixture used in the calculations included pasture grass-alfalfa <br />(95 percent), corn (2.5 percent), and wheat (2.5 percent). Listings <br />of potential consumptive use for the crop mixture and the individual <br />crops are included in Tables 8 through 11. <br /> <br />C. Inigated areas upstream of Florida Canal <br /> <br />Irrigated areas along the Florida River and its tributaries are located <br />near the stream channel. Groundwater and surface water return <br />flows were estimated to return to the river within one month, resulting <br />in a negligible return flow lag. Thus, stream depletion associated <br />with irrigation was estimated to be approximately equivalent to <br />the monthly consumptive use values. The water supply for irrigation <br /> <br />;., <br />