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i <br /> kn KLEINFELDER <br /> 4 ACTIVITIES CONDUCTED <br /> Kleinfelder conducted the groundwater sampling for the Fourth Quarter 2005 <br /> groundwater monitoring. Kleinfelder measured water levels in 19 monitoring wells, 2 <br /> former soil vapor extraction wells, and 3 piezometers, and sampled seven monitoring <br /> wells (MW-DIS-11S, MW-DIS-11D, MW-DIS-12, MW-DIS-13, MW-DIS-14S, MW-DIS- <br /> 14D, MW-DIS-15). The wells and piezometers were previously surveyed by Kjeldson, <br /> Sinnock, Neudeck, Inc. (KSN, Inc.) of Stockton, California on February 14, 2002 so <br /> groundwater gradients could be calculated. Measurements obtained from the wells <br /> were used to evaluate groundwater gradient, groundwater impacts and the need for <br /> additional assessment. Photo-ionization detector (PID) samples were collected from <br /> vapor extraction wells (VE-1, VE-2, VE-3, VE-4, VE-5, and mainline leading to oxidizer). <br /> Air inlet and outlet samples were also collected from the thermolcatalytic oxidizer. <br /> 4.1 MEASUREMENT OF WATER LEVELS <br /> To assess the groundwater gradient at the time of sampling, water level measurements <br /> were made in each of the 19 monitoring wells, two former soil vapor extraction wells, <br /> and three piezometers at the beginning of the sampling round, prior to purging and <br /> sampling of the wells. The depth-to-water was measured in each well according to the <br /> protocol described in Appendix A, Section A-4.1. The depth-to-water measurements <br /> were then converted to relative groundwater elevations with respect to a surveyed <br /> benchmark by subtracting them from the surveyed casing elevations. December 8, <br /> 2005 depth to water measurements are included in the Record of Water Level <br /> Measurements in Appendix B. The Monitoring Well Construction Detail can be found in <br /> Table 1. <br /> The resulting groundwater elevations were used to assess the direction of the <br /> groundwater gradient at the time of sampling. This information was then used to <br /> assess which wells represent up gradient and down gradient groundwater conditions. <br /> See Table 2 for the groundwater elevation data. <br /> Plate 2 shows the location of the groundwater monitoring wells. The depth to <br /> groundwater ranged from 44.60 feet below the top of the well casing (MW-DIS-11S) to <br /> 53.82 feet below the top of the well casing (MW-DIS-15). Groundwater elevations for <br /> the wells ranged from —32.79 feet MSL (SVE-N) to -34.38 feet MSL (MW-DIS-13). A <br /> groundwater gradient direction was estimated based on depth-to-water data collected <br /> from the wells. The groundwater gradient was relatively flat on December 8, 2005 <br /> towards the east/southeast at 0.0006 ft./ft. A groundwater elevation contour map is <br /> included as Plate 3. In areas of relatively flat groundwater gradients such as this site, <br /> groundwater gradients may significantly fluctuate due to rainfall, groundwater recharge, <br /> groundwater pumping, etc. Therefore, changes in groundwater may vary at this site <br /> i with time, however, past data have consistently suggested a similar groundwater <br /> 12280.M0N/ST06R0701CD:Iv Page 7 of 14 <br /> ©2006 Kleinfelder, Inc. February 16,2006 <br />