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' Geological Technics Inc. Page 4 <br /> f Groundwater Monitoring Report <br /> I4 Project No. 1030.2 <br /> March 10, 2003 <br /> ' l o MW-2, MW-101 and the domestic well were non-detect for all analyzed constituents. <br /> o MW-2 and the domestic well have been non-detect for all analyzed constituents <br /> since January of 1997. <br /> e Oxygenates, including MTBE, have not been detected at this site since monitoring <br /> began in January of 1997. <br /> ' 9 TPH-G and BTEX constituents have only been detected in MW-1 and MW-4. Figure 4 <br /> r shows the probable migration of TPH-G contamination. <br /> Site Characteristics <br /> t • The plume is defined vertically by MW-101 and laterally by MW-2 and MW-3. <br /> ' • MW-4 appears to be located near the leading or down gradient edge of the plume. <br /> • The clay layer at 19 feet bgs provides a significant barrier to vertical plume migration. <br /> • Groundwater slope is nearly flat (<0.005 Wft) which impedes the migration of the <br /> j plume. <br /> • Dissolved oxygen in the shallow monitoring wells ranges between 0.56 and 0.77 ppm. <br /> Background dissolved oxygen measurements of 0.77 and a gradual slope may have a <br /> ' ( positive contribution to natural biodegradation of contaminates at this site. <br /> l • Dissolved oxygen in MW-101 (deeper well) is nearly 4.0 ppm. <br /> • Purge water has been removed from site. <br /> o Soil disposal is scheduled for mid-January. <br /> 3.0 RECOMMENDATIONS <br /> Discontinue testing for fuel oxygenates. <br /> • GTI is currently looking at remediation options for this site and recommends continuing <br /> quarterly groundwater monitoring. <br /> 4.0 LIMITATIONS <br /> This report was prepared in accordance with the generally accepted standard of care and <br /> 'I ( practice in effect at the time Services were rendered. It should be recognized that definition <br /> l and evaluation of environmental conditions is an inexact science and that the state or <br /> practice of environmental geology/hydrology is changing and evolving and that standards <br /> existing at the present time may change as knowledge increases and the state of the practice <br /> continues to improve. Further, that differing subsurface soil characteristics can be <br /> experienced within a small distance and therefore cannot be known in an absolute sense. All <br /> conclusions and recommendations are based on the available data and information. <br /> The tasks proposed and completed during this project were reviewed and approved by the <br /> local regulatory agency for compliance with the law. No warranty, expressed or implied, is <br /> made. <br />