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Red Mesa Aquifer Groundwater Study — Interim Report 2002 <br /> • Figure 6. Low Water Table Map, showing groundwater elevations and flow paths during <br /> December 2001. <br /> • Figure 7. Relative Static Water Level Change, showing the change in water level of each <br /> well monitored for the period April 2001 to October 2002. <br /> • Figure 8. Bedrock Elevations Map, showing the bedrock underlying the Red Mesa <br /> Aquifer. <br /> • Figure 9. Ditch Discharge and Selected Well Hydrographs, showing data for selected <br /> ditches and nearby wells. <br /> Estimated travel times of groundwater flow from monitored wells to surface discharge points <br /> were calculated and are shown in Tables 1A and 1B. Later sections of the report describe these <br /> figures and tables in greater detail. <br /> 1.3 Purpose/Objective <br /> The objective of the study was to develop a better understanding of the groundwater hydrology <br /> of the Red Mesa Aquifer and its relationships with associated surface water flows and irrigation <br /> practices. In WWE's July 2000 Water Management and Conservation Plan, it was noted that <br /> flows in Long Hollow were observed to be relatively consistent during dry (1996), average <br /> (1998) and wet (1997) years of precipitation (see Figures 2A through 2C). During this three-year <br /> period annual discharge from Long Hollow ranged from about 5,500 to 7,000 af, increasing by <br /> only 30 percent between the dry and wet years. Long Hollow's fluctuation is small in <br /> comparison to the La Plata River and Cherry Creek, which increased by 300 percent and 940 <br /> percent, respectively, during the same time period. The consistency of flows, coupled with the <br /> relative high discharge of the Long Hollow for the size of the watershed, indicates that Long <br /> Hollow primarily is supplied by groundwater inflow. <br /> Management of the La Plata River basin water resources and the administration of the La Plata <br /> River Compact, in particular, could be improved through the temporary storage and management <br /> 991-077/031 Wright Water Engineers, Inc. Page 3 <br /> Interim Report <br />