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Red Mesa Aquifer Groundwater Study — Interim Report 2002 <br /> Groundwater recharge of the terrace gravel aquifer is derived from deep infiltration of irrigation <br /> water and precipitation on Red Mesa. There is no regional groundwater system that supplies this <br /> area. The Red Mesa Aquifer is a closed system, affected only by surface water infiltration from <br /> irrigation and precipitation patterns. <br /> The surface water source for irrigation is the La Plata River system. La Plata River flows are <br /> largely gained from snowmelt at its headwaters in La Plata Canyon, north of Highway 160. <br /> Cherry Creek is the primary tributary of the La Plata River. The second largest tributary is Long <br /> Hollow, whose confluence with the La Plata is approximately four stream miles north of the New <br /> Mexico border. Hay Gulch is the third largest tributary and is the site of Red Mesa Ward <br /> Reservoir, a 1,172 of storage facility. <br /> There are eight stream gauging stations within or near the study area. Two of these include ramp <br /> flumes that were installed by the LPWCD with funding provided by the Bureau of Reclamation <br /> along the La Plata River in the winter of 2001-2002. The Bureau of Reclamation also has <br /> worked in conjunction with WWE by measuring flows at two sites along the La Plata River and <br /> two sites along Long Hollow (shown on the maps) during the period of the well monitoring <br /> program. The continuation of flow measurements at existing gauges and addition of new gauges, <br /> as needed, will provide further evidence of how irrigation interacts with surface water through <br /> groundwater travel. <br /> There are about 20 major irrigation ditches along the La Plata River, the most senior of which are <br /> near the Town of Hesperus. There is some irrigation west of the La Plata, but the vast majority <br /> of irrigation occurs east of the La Plata River on Red Mesa. Nine of these ditches are illustrated <br /> in Figure 3. <br /> 991-077/031 Wright Water Engineers, Inc. Page 5 <br /> Interim Report <br />