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<br />UOJGG8 <br /> <br />Ms. Maryanne C. Bach <br />12/28/98 <br />Page 2 <br /> <br />TABLE II - Biue River Water Diversions and Utilization <br />This table shows monthly totals, in acre-feet, for the 1998 water year for Denver's deliveries of <br />Blue River water through the Roberts Tunnel. These figures include water withdrawn from <br />storage in Dillon Reservoir and water diverted directly from the Blue River. Also shown are <br />monthly totals for: I) carrying charges assessed by the State Engineer on deliveries, 2) the portion <br />of the Roberts Tunnel discharge delivered or exchanged into South Platte storage, 3) the portion <br />used directly, and 4) the amount of Blue River water previously stored in South Platte reservoirs <br />and subsequently released for municipal use in the Denver area. <br /> <br />TABLE III - Return Flow of Colorado River Water <br />This table presents the calculations to determine the percentage and amount of Colorado River <br />water used by Denver that returns to the South Platte River through wastewater treatment plants. <br />The table presents total monthly amounts of water delivered by Denver to its treated water and <br />raw water customers during water year 1998. Also shown are monthly amounts of Moffat Tunnel <br />water used from Column 8 of Table I and Blue River water used from Column 6 of Table II. The <br />sum of these two gives the monthly totals of Colorado River water delivered by Denver to its <br />treated and raw water customers. The percentage of Denver's water usage that is Colorado River <br />water was calculated by dividing the amount of Colorado River water usage by the total water <br />usage and appears in Column 5 of the table. Column 6 shows the monthly amounts of wastewater <br />effluent base flow from Denver's customers. Base flow is the discharge of effluent during the <br />months of December, January, and February. Utilizing data from these months minimizes or <br />removes the effects of collection line infiltration from the effluent quantities. And, since water <br />usage and, consequently, wastewater production is principally limited to inside uses in the winter <br />and remains relatively constant throughout the year, the base flow amount can be assumed to be <br />available throughout the year. The monthly totals of effluent base flow were then multiplied by <br />the corresponding monthly percentage of Colorado River usage to yield the quantity of Colorado <br />River water returned through the metropolitan area's wastewater systems. <br /> <br />TABLE IV - Successive Use Operations Involvin~ Colorado River Water <br />This table shows monthly totals, in acre-feet, for the 1998 water year for the successive use <br />Denver made of its transmountain return flows. The figures reflect the . successive use of a <br />portion ofthe return flow shown in Column (7) of Table III. Reported in Column (I) of this table <br />is the amount of transmountain effluent exchanged to South Platte Reservoirs attributable to <br />Colorado River water imported through the Roberts Tunnel and Cabin-Meadow Creek water <br />imported through the Moffat Tunnel and used under contract by Denver. Column (2) shows the <br />amount of water stored in Antero, Eleven Mile, and Cheesman Reservoirs equivalent to the <br />evaporation losses from those reservoirs. This amount of water can be stored in those reservoirs <br />pursuant to the April 12, 1989 decree in the "1940 Agreement" litigation (Case No. 8I-CW-405, <br />Water Division 1). On February 25, 1991 the Colorado Supreme Court upheld the trial court's <br />ruling that Denver's May I, 1940 agreement with members of Consolidated Ditches precludes <br />Denver from reusing return flows from Colorado River water appropriated prior to May I, 1940. <br />In lieu of not reusing this water, Denver is not required to make evaporation releases at Antero, <br />Eleven Mile, and Cheesman Reservoirs. Since Denver is effectively replacing these evaporation <br />