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' 03 October 2001 <br /> • AGE-NC Project No. 95-0100 <br /> Page 6 of 6 <br /> 4.0. SUMMARY AND CONCLUSIONS <br />' Based on the findings of this and previous investigations,AGE concludes the following: <br /> • TPH-g, BTEX and MTBE were not detected at or above laboratory reporting limits in <br /> selected soil samples collected from the borings for monitoring wells MW-4, MW-5 and <br /> MW-6 <br /> • The ground water flow direction was toward the northwest during the July 2001 sampling <br /> event.The ground water elevation decreased approximately 0.39 feet between the May 2001 <br />' and July 2001 monitoring events. <br /> • MTBE was detected in samples from monitoring wells MW-1,MW-3,MW-4 and MW-6 at <br /> ' concentrations as high as 150 µg11. <br /> • The MTBE concentrations exceeded the State of California maximum contaminant level <br /> (MCL) of 13 �ig/l in the water samples collected from wells MW-1 and MW-3. <br /> • TPH-g and BTEX compounds were detected in the water sample collected from well MW-4 <br /> during the 03 July 2001 sampling event. Monitoring well MW-4 was re-sampled on 16 July <br /> ' • 2001 to:confirm the results of the 03 July sampling event. TPH-g and BTEX compounds <br /> were not detected at or above laboratory reporting limits in the water sample collected from <br /> well MW-4 on 16 July 2001. <br /> ' The lateral extent of MTBE-impacted ground water has been fairly well defined. <br /> ' 5.0. RECOMMENDATIONS <br /> ' Based on the results of this investigation,AGE recommends that quarterly monitoring be continued. <br /> The next quarterly monitoring and sampling event should be conducted in October 2001. <br />'r A work plan to abandon domestic well DW-1 has recently been approved by San Joaquin County <br /> PHS-EHD. AGE anticipates the work will be performed during the fourth quarter of 2001. <br /> 1 <br /> 6.0. LIMITATIONS <br /> Our professional services were performed using that degree of care and skill ordinarily exercised by <br /> environmental consultants practicing in this or similar localities. The findings were based mainly <br /> upon analytical results provided by an independent laboratory. Evaluations of the <br /> geologic/hydrogeologic conditions at the site for the purpose of this investigation were made from <br /> a limited number of available datapoints(i.e.soil and ground water samples from monitoring wells), <br /> ' and subsurface conditions may vary away from these data poiiits. No other warranty, expressed or <br /> implied, is made as to the professional recommendations contained in this report. <br /> Advanced GeoEMironmental,Inc, <br />