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range of 6.5 to 9.0 while the EPP sample at LP -21 has a pH of 9.4. In general, the more <br />sensitive an organism is to a low pH, the stronger the toxic response to Al concentrations <br />to falling pH levels (Baker and Schofield, 1982). Based on the site distance to the nearest <br />water body, it is highly unlikely, even under the most extreme conditions, that aluminum <br />could be transported such a large distance and impact aquatic life in the San Miguel <br />River. <br />Aluminum is a major component of clays and shales that comprise a significant portion <br />of the site geology. Consequently, the detection of aluminum in the SPLP analysis is not <br />surprising. <br />14.2 Mobility of Detected Uranium Ore Related Constituents <br />Two factors control the mobility of constituents identified in the SPLP analysis - <br />precipitation and sorption. Limited precipitation in the area combined with high <br />evapotranspiration rates makes it unlikely that sufficient precipitation is available to <br />mobilize ore related constituents any significant distances. The most likely scenario is <br />that any precipitation that falls in the area would be contained in the topsoil and used by <br />plants covering the waste rock stockpiles once future mining and remediation is <br />completed. <br />The simplest and most common method of estimating contaminant retardation is based on <br />the partition (or distribution) coefficient, K The Kd parameter is a factor related to the <br />partitioning of a contaminant between the solid and aqueous phases. It is an empirical <br />unit of measurement that attempts to account for various chemical and physical <br />retardation mechanisms that are influenced by a myriad of variables. The Kd metric is the <br />most common measure used in transport codes to describe the extent to which <br />contaminants are sorbed to soils. A primary advantage of the K model is that it is easily <br />inserted into hydrologic transport codes to quantify reduction in the rate of transport of <br />the contaminant relative to groundwater, either by advection or diffusion. <br />The partition coefficient, K is defined as the ratio of the quantity of the adsorbate <br />adsorbed per mass of solid to the amount of the adsorbate remaining in solution at <br />equilibrium. For the reaction <br />the mass action expression for K is <br />A +C; =A; <br />Kd = Mass of Adsorbate Sorbed (A ) <br />Mass of Adsorbate in Solution (C; ) <br />Where A = free or unoccupied surface adsorption sites, C, = total dissolved adsorbate <br />remaining in solution at equilibrium, and A; = amount of adsorbate on the solid at <br />equilibrium. <br />O'Connor Design Group Inc. U - 20 <br />