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*nnedy/Jenks Consultants <br /> 1 <br /> conditions. The graph shows two more sandy loam layers with clay layers in between. The clay <br /> layer above the groundwater table is approximately 29 feet (890 cm) in thickness. <br /> The lower graph shows the cumulative water flux at the surface (lower solid line) and at the <br /> ' water table (upper dotted line) for the assumed conditions. The surface flux shows the effect of <br /> annual percolation in March/April of each year followed by zero percolation during the dry <br /> portion of the year. The flux at the water table initially lags the surface flux as a result of different <br /> assumed historic hydraulic loading. The flux at the water tables increases over the first five <br /> years of simulation then,varies in response to the flux differences associated with drainage <br /> from overlying soil layers. After approximately five years, the fluxes are equal and show a <br /> parallel slope. <br /> The initial response of the soil system to increased percolation rates at the surface is decreased <br /> drainage rate. The estimated travel time to groundwater for reclaimed water is based on the <br /> transmissivity and water content of the soil layers. The estimated travel time for water to move <br /> vertically through the different layers to the water table is shown in Table 7. For the conditions <br /> 1 assumed, percolated reclaimed water will not reach the water table at 85 feet bgs via vertical <br /> infiltration for approximately 52 years. According to the Conceptual Compliance Plan, Musco will <br /> likely be connected to a municipal treatment plant and/or be providing reclaimed water for <br /> ' industrial uses prior to this time. <br /> Reclamation Report, Page 19 <br /> ' Musco Family Olive Company <br /> g Gsgro,,r dmoyaeWM104 msedNe`,79mpwtstrectamaoan TC wo recLam�kro mpw Fzt 8.1204.do <br />