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Based on individual well aquifer recharge tests conducted during the EMP field investigation, <br /> hydraulic conductivity values in the uppermost aquifer range from 3.83E-02 to 5.9E-03 <br /> ft/day with a geometric mean of 1.19E-02 ft/day. Published values of effective porosity for <br /> fractured, clayey sand range from 2 to 25 percent (Fetter, 1994). Using these values, <br /> groundwater flow velocities were calculated ranging from 0.0011 foot per day (using <br /> minimum values) to 0.086 foot per day (using maximum values), with an average flow <br /> velocity of 0.023 foot per day (or about 8.3 feet per year). <br /> Historical groundwater equipotential data suggest that groundwater in the deeper aquifer <br /> flows to the northeast at a gradient of about 0.004 ft/ft, generally parallel to the regional <br /> topographic gradient toward the floor of the Central Valley. Hydraulic properties are not <br /> available for the deeper aquifer. <br /> 2.4 WELLS WITHIN ONE MILE OF THE SITE <br /> A search of groundwater supply wells within one mile of the site indicated that eight wells <br /> have been constructed in the vicinity of the CHSL (Figure 4). Of these, four have been <br /> abandoned, and the other four are screened in the deep, regional aquifer (GLA, December <br /> 2012). <br /> 2.5 NATURE AND EXTENT OF GROUNDWATER IMPACT <br /> Understanding of the nature and extent of groundwater impacts is based on historical <br /> groundwater chemistry data from routine monitoring reports and data obtained from the <br /> recent EMP completed for the site (GLA, 2012). <br /> 2.5.1 Conceptual Model for the Release Area <br /> Groundwater in the release area is encountered perched above or within the Corcoran Clay <br /> at depths ranging from 17 to 83 feet below ground surface. The depth and dip of the <br /> Corcoran Clay and anecdotal evidence for site workers at the time suggest that its southern <br /> limit is likely to have been beneath the footprint of the northern third of the landfill, but was <br /> excavated during landfill construction. Based on the difference in first encountered and <br /> static water levels, it appears that water in the Corcoran Clay is perched or under partially <br /> confined conditions. <br /> • Groundwater samples from wells MW-5 and MW-8, which monitor the shallow aquifer, have <br /> historically contained trace and low quantifiable concentrations of VOCs. Data from the <br /> Engineering Feasibility Study Geo-Lo Page ■ 6 <br /> Corral Hollow Sanitary Landfill <br /> ASSOCIATES <br /> January 25,2013 <br />