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2.RESULTS FOR SECOND SEMIANNUAL PERIOD 2013 <br /> • One trip blank sample for the cooler of samples (labeled TB-1) <br /> ' Sample analyses were conducted within a standard 10-day laboratory turnaround time. <br /> 2.1.2 Results <br /> iGroundwater Elevation and Flow <br /> Groundwater level data collected on September 13, 2013,are presented in Table 2, and <br /> elevation contours for these data are shown in Figure 3. These data are included in the <br /> tabulation of the eight most recent historical monitoring events in Appendix C. <br /> Hydrographs of the historical data are provided in Appendix D. <br /> Groundwater Elevations <br /> The groundwater elevations and depths to groundwater for the September 13,2013, data <br /> were as follows. <br /> • Shallow-interval groundwater monitoring wells are constructed with total depths <br /> between 14 and 23.5 feet bgs.Calculated elevations for the shallow-interval <br /> groundwater monitoring wells ranged from 1.99 feet above mean sea level(msl) at <br /> well M-1,located in the north portion of the Site near Trapper Slough, to-9.87 feet msl in <br /> well N-19, located in the southeastern portion of the Site. The depth to groundwater <br /> ranged from 1.71 feet bgs at well M-1 to 16.32 feet bgs at well 0-1. <br /> • The deeper-interval groundwater monitoring well (N-24) is constructed at a total depth <br /> of 42 feet bgs. The calculated groundwater elevation for well N-24 was-10.39 feet msl. <br /> The depth to groundwater was at 10.39 feet bgs in the well, above the screened interval. <br /> These data are consistent with historical data, as shown in the hydrographs in Appendix D. <br /> Groundwater Flow <br /> Groundwater flow depends on the physical characteristics of the subsurface materials and <br /> the groundwater gradients. A detailed analysis of groundwater flow for the fourth quarter <br /> 2001 groundwater elevation data is presented in the Final Site Characterization Report <br /> (CH2M HILL,2002). In general, groundwater flow occurs in the direction of maximum <br /> potential hydraulic gradient, or perpendicular to the lines of equipotential head. <br /> Groundwater elevation is highest in the clayey sediments northwest of Whiskey Slough <br /> Road (approximately 0 foot msl) and lowest in the sandy sediments southeast of Whiskey <br /> Slough Road (approximately-9 feet msl). The horizontal gradient magnitude at the site is <br /> characterized by the individual gradients across the following three transects for the <br /> September 13,2013,groundwater elevations,all of which are in a west-to-east alignment: <br /> • 0.0032 foot per foot(ft/ft) through clayey sediments from well M-3 to the-1-foot-msl <br /> elevation contour <br /> ' • 0.14 ft/ft through clayey transition zone from the-1-foot to -8-foot-msl elevation <br /> contour <br /> • 0.00037 ft/ft through sandy sediments from well M-8 to well N-19 <br /> Sitewide,horizontal groundwater flow occurs from the recharge areas of Trapper Slough <br /> and the area with standing water through the clayey sediments northwest of Whiskey <br /> ' WBG101513183707SCO/HOLT_2SA13_REPORT_FINAL 2-3 <br />