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Red Mesa Aquifer Groundwater Study — Interim Report 2002 <br /> after irrigation ceases showing a one to three month lag in irrigation recharge <br /> (see Figure 9). Mounds and troughs in the water table develop (see Figure 5). <br /> The water table then adjusts to this recharge event. Low water table conditions <br /> typically occur during the winter and early spring. The water table is more <br /> uniform during this period (see Figure 6). <br /> (2) The groundwater flow direction is generally northeast to southwest from Breen <br /> to Red Mesa. Groundwater flow paths and groundwater divides generated from <br /> water table maps indicate that most of the groundwater return flows accrue to <br /> Long Hollow and its tributaries. Many flow paths converge on Church Hollow <br /> and the Marvel Spring. Groundwater west of a line approximated by Highway <br /> 140 flows to the La Plata River. A substantial portion of this flow is derived <br /> from irrigation near the Town of Red Mesa. This water is provided from Red <br /> Mesa Ward Reservoir and the Joseph Freed, Revival and Warren-Vosburgh <br /> ditches. <br /> (3) The total amount of groundwater in storage in the Red Mesa Aquifer was <br /> estimated to be approximately 165,000 af, with 82,500 af in transient storage and <br /> available for withdrawal. The location, amount and timing of groundwater <br /> discharges to surface streams can be modified by irrigation recharge and <br /> infiltration of water at recharge basins. The aquifer reasonably could be expected <br /> to store 250,000 af with 125,000 af available for withdrawal. If saturated from <br /> the bedrock to the surface, the aquifer could store more than 414,000 af with <br /> 207,000 af in transient storage and available for withdrawal. These estimates <br /> were made using water level and bedrock elevations from wells in the study area <br /> as well as some seismic refraction data. Since no measured porosity values were <br /> available, an estimate of porosity was made based on the lithology of the <br /> deposits. A specific yield value of 15 percent was used for the study. Therefore, <br /> 991-077/031 Wright Water Engineers, Inc. Page 13 <br /> Interim Report <br />