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Red Mesa Aquifer Groundwater Study — Interim Report 2002 <br /> WWE recommends that: <br /> 1.) The well monitoring program be extended through June 2003. Continued well <br /> monitoring will help refine the understanding of groundwater movement in the <br /> aquifer during very low water table conditions. With record-breaking drought <br /> occurring during the irrigation season of 2002, followed by dry conditions the <br /> previous two years, the water table should drop substantially. Additional monitoring <br /> will help to determine aquifer behavior during this dry period. <br /> 2.) Additional pumping tests or slug tests be performed on wells to better determine <br /> hydraulic conductivity and porosity values. More extensive pumping tests will help <br /> to refine Darcian calculations used to determine travel times. It is recommended that <br /> pumping tests be conducted on wells not used domestically. The best candidates are <br /> wells that have easy access to the well casings. Ideally two wells — one for pumping <br /> and one for observation—within several hundred feet of each other would provide the <br /> best data. <br /> 3.) The use of groundwater tracers introduced to wells at various locations should be <br /> considered to help determine direction and timing of subsurface water flow. Analysis <br /> of tracer concentrations at drainages where groundwater resurfaces will provide more <br /> reliable travel times and associated aquifer parameters. Because hydraulic <br /> conductivity can vary from region to region, WWE suggests that consideration be <br /> give for three to four tracer tests to be performed throughout the study area. <br /> Appendix C (Factors to Consider in Tracer Selection) and Appendix D (Analytical <br /> Methods for the Detection of Tracers) outline the procedure to be followed. Other <br /> publications and expertise of WWE staff will assist in executing the proposed <br /> investigation. <br /> 991-077/031 Wright Water Engineers, Inc. Page 15 <br /> Interim Report <br />