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C\V/ <br /> � <br /> • A S S O C I A T E S I N C <br /> SAMPLING ACTIVITIES <br /> On September 24, 2002, ATC personnel collected groundwater samples from monitoring wells <br /> MW1, MW3 through MW10, and the on-site groundwater supply well DW A groundwater <br /> sample was not collected from well MW2 because of the presence of floating free product in the <br /> well The locations of the wells are shown on Figure 2 Prior to collection of groundwater <br /> samples, the depth to water, pH, electrical conductivity, and temperature were measured in the <br /> monitoring wells and recorded A minimum of three well casing volumes were purged from <br /> each monitoring well prior to sampling The wells were allowed to recover and samples were <br /> collected from each well using dedicated disposable bailers After the groundwater samples were <br /> collected, dissolved oxygen was measured in each well <br /> The groundwater samples collected from each well were submitted to State-certified Argon <br /> Laboratories Inc (ELAP Cert No 2359) in Ceres, California for chemical analysis of total <br /> petroleum hydrocarbons as gasoline (TPHg) utilizing EPA method 8015 modified, benzene, <br /> toluene, ethylbenzene, and xylenes (BTEX) utilizing EPA method 8020, and methyl tertiary <br /> butyl ether (MTBE), ethyl tertiary butyl ether (ETBE) di-isopropyl ether (DIPE), tertiary amyl <br /> ether (TAME), tertiary butyl ether (TBA), 1,2-dichloroethane (1,2-DCA), and 1,2-dibromoethane <br /> (EDB) utilizing EPA method 8260 Groundwater well purge and sample logs are contained in <br /> • Attachment 1 <br /> GROUNDWATER FLOW DIRECTION <br /> Water level measurements were collected from wells MW1 through MW10 on September 24, <br /> 2002 Water levels ranged from 67 22 to 68 61 feet below the tops of the well casing elevations, <br /> representing an average decrease in the water table elevation of approximately 4 11 feet since <br /> June 202 The water level data were used to develop the groundwater elevation contour map <br /> ',�,,(FigureA Assuming that horizontal isotropic conditions prevail, groundwater in the uppermost <br /> �10 aquifer beneath the site flowed towards the southeast The average hydraulic gradient on <br /> a� September 24, 2002 was calculated to be 0 003 ft/ft or approximately 16 ft/mile A summary of <br /> groundwater monitoring data is presented in Table 1 �5 <br /> GV '� � <br /> ANALYTICAL RESULTS <br /> 4� <br /> Groundwater samples collected from wells MW1, MW3,,\and MW6 contained the highest <br /> concentrations of TPHg and BTEX Well MW2 contained free product and was not sampled <br /> Groundwater samples collected from wells MW4, MW7, and MWS also contained detectable <br /> concentrations of TPHg and BTEX constituents Concentrations of TPHg ranged from 280,000 <br /> parts per billion (ppb) in well MW3 'Eo 2,900 ppb in well MW7 Concentrations of benzene <br /> ranged from 29,000 ppb in well MW3 to 14 ppb in well MW4 The groundwater samples <br /> collected from wells MW5, MW9, and MW10 contained no detectable concentrations of TPHg <br /> or BTEX Groundwater samples collected from wells MW1 and MW3 through MWI0 contained <br /> no detectable concentrations of oxygenate fuel additives although many of the reporting limits <br /> w A63931quartlyl3gr-2002 doe 3 <br />