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C#010 iral7ec/uucs fac. Page 4 <br /> Groundwater Monitoring Report <br /> Project No. 1030.2 <br /> August 27,2004 <br /> Site Characteristics <br /> ' a The plume is defined vertically by MW-101 (screened from 29.5 to 34.5) and laterally by <br /> MW-2 to the southeast and MW-3 to the southwest. <br /> o MW-4 appears to be located near the leading edge of the plume. <br /> ' ® The clay layer at 19 feet bgs provides a significant barrier to vertical plume migration. <br /> ® Groundwater slope is gradual (c0.0058 ft/ft) which impedes the migration of the plume. <br /> Vertical groundwater gradient is historically positive (upward) making downward vertical <br /> ' migration unlikely. ' <br /> Measurements of dissolved oxygen in the shallow monitoring wells range between 0.76 <br /> and 1.21 ppm, suggesting conditions at the site may not favor biodegradation (Table 4). <br /> • MW-2, MW-3 and MW-5 showed a positive oxidation-reduction potential (Table 4). <br /> • The following factors may have a positive contribution to protection of the deeper <br /> ' aquifers and retardation contaminant migration at this site: <br /> o gradual groundwater gradient slope <br /> o dominant upward vertical groundwater gradient <br /> ' o fine-grained soils <br /> o characterized by silts and clays <br /> o a thick clay unit at approximately 19 feet bgs <br /> 3.0 RECOMNMNDATIONS <br /> ' • GTI is preparing to submit an addendum for corrective action. <br /> • Continue quarterly groundwater monitoring. <br /> 4.0 LIMITATIONS <br /> ' This report was prepared in accordance with the generally accepted standard of care and <br /> practice in effect at the time Services were rendered. It should be recognized that definition <br /> ' and evaluation of environmental conditions is an inexact science and that the state or practice <br /> of environmental geology/hydrology is changing and evolving and that standards existing at <br /> the present time may change as knowledge increases and the state of the practice continues to <br /> ' improve. Further, that differing subsurface soil characteristics can be experienced within a <br /> small distance and therefore cannot be known in an absolute sense. All conclusions and <br /> 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 />