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1 <br />return flows and to a lesser de ree b the use of consum tive use transfer water reduced eva oration <br />g Y p ~ P <br />~ from the Jerry Creek reservoirs, replacement reservoir releases, and future municipal return flows. <br />In summary, under the District's Scenario C demand projection, municipal water use is expected to <br />increase from historic levels by 21,644 ac-ft/yr in the yeaz 2045, with a corresponding increase in <br />municipal return flows of 15,326 ac-ft/yr. Net diversions from the Colorado River Basin will <br />increase by 18,521 ac-ft/yr. The future net depletions from the Colorado River Basin in the'yeaz <br />2045 would therefore be expected to average 3,195 ac-fdyr. <br />3.3 HYDROLOGIC EFFECTS WITHIN THE 1 S-MILE REACH <br />3.3.j General <br />Previous informal consultation meetin s with the USFWS indicate that in addition to overall <br />g <br />depletions to the Colorado River Basin, they aze specifically concerned with hydrologic effects on <br />the habitat of endangered fish species within the 15-mile reach. This reach of the Colorado River <br />starts just below the Grand Valley Canal diversion and Orchard Mesa Powerplant tailrace, near <br />Palisade, Colorado and extends to the junction of the Colorado and Gunnison Rivers. (See Figure 1 <br />in the Biological Assessment.) <br />At the request of the BLM, CDM has conducted an analysis of the historical flows at the top of the <br />15-mile reach and the effects that the District's future diversions will have on those flows and the <br />habitats of the endangered fish species. Return flows associated with septic systems and outdoor use <br />from the District's water users will begin to appear within the 15-mile reach. Therefore, the flow <br />reductions at the top of the reach represent the maximum flow reductions to Colorado River flows <br />in the 15-mile reach. Per agreements during informal consultation with the USFWS, the hydraulic <br />effects at the top of the 15-mile reach will be used to assess maximum effects in designated Colorado <br />River critical habitat. This is a conservative approach which simplifies the analysis and allows for <br />comparison with USFWS flow recommendations at the top of the reach. <br />e analysis entailed developing a record of lustoncal Colorado River streamflows at the top of the <br />15-mile reach, adjusting these flows for prior Section 7 consultations, as directed by the USFWS, <br />computing the expected reductions in those flows and corresponding habitat depths and azeas <br />resulting from the District's future diversions upstream, and compazing the adjusted historical and <br />reduced future flows, habitat depths, and areas to USFWS recommendations (USFWS 1995). <br />Effects were evaluated on a monthly basis using available USGS gaging records, Colorado Division <br />of Water Resources diversion records, and the District's raw water supply system model. This <br />model predicts what monthly diversions by the District's vazious appropriations would have been <br />to meet future system demands based upon hydrologic conditions during the period of 1975-1993. <br />During this period all such information was concurrently available. <br />CDM Camp Dresser & McKee <br />0:8047-1 IO~DOCIAPPEND-B.DOC B-9 <br />