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. GROUNDWATER GRADIENT AND FLOW DIRECTION <br /> Figure 4 shows the groundwater elevation gradient and flow direction determined from <br /> depth to water measurements at the four on-site monitor wells on December 19, 2003 <br /> The groundwater elevation has decreased by an average of 0 99 feet since the previous <br /> quarterly monitoring round on August 7, 2003 The flow direction is to the northeast <br /> The overall gradient is 0 002 feet/linear foot <br /> RESULTS OF CERTIFIED ANALYSIS OF GROUNDWATER SAMPLES <br /> The results of the certified analyses of groundwater samples collected from the four <br /> monitor wells on December 19, 2003 are shown in Table 1 Copies of the laboratory <br /> reports are included as Appendix C of this report <br /> TPH-G concentrations in MW1-MW3 ranged from a maximum of 7800 ug/l at monitor <br /> well MW 1 to 1800 ug/l at monitor well MW2 Monitor well MW4, completed in a lower <br /> aquifer, showed a TPH-G concentration of 170 ug/1 <br /> Benzene concentrations in MW1-MW3 ranged from a maximum of 2700 ug/l at MW1 to <br /> 430 ug/1 at MW2 Monitor well MW4 showed a Benzene concentration of 0 61 ug/l <br /> MTBE concentrations in MW1-MW3 ranged from a maximum of 26 ug/1 at MW3 to 6 0 <br /> • ug/1 at MW2 MTBE was not detected above 0 5 ug/l in MW4 <br /> Figure 5 shows the distribution of TPH-G, BTEX, and MTBE in groundwater and the <br /> estimated lateral limits of the TPH-G in groundwater as determined from groundwater <br /> samples collected on December 12, 2001 The lateral limits of TPH-G in groundwater to <br /> the northeast are not yet determined, however, the preliminary results from Advanced <br /> Geo-Environmental, Inc CPT testing (December 2001) to the northeast suggest that the <br /> TPH-G in groundwater plume at the first groundwater depth of 25 feet bgs most likely <br /> extends beyond the property limits <br /> LIMITATIONS <br /> The discussion presented in this report is based on the following <br /> 1 The observations and data collected by field personnel <br /> 2 The results of laboratory analyses performed by a state certified analytical laboratory <br /> 3 Our understanding of the regulations of San Joaquin County and the State of <br /> California <br /> Changes in groundwater conditions can occur due to variations in rainfall, temperature, <br /> local and regional water use, and local construction practices In addition, variations in <br /> the soil and groundwater conditions could exist beyond the points explored in this <br /> investigation <br /> 3 Are Pumn 0%4 9-12 2001 <br />