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' 26 October 2000 <br /> AGE-NC Project No. 98-0466 <br /> Page 9 of 10 <br /> the Millworks building septic leach field slightly exceed regulatory guid lines as noted above.AGE <br /> ' does not believe that these concentrations, encountered in the area anticipated to have the highest <br /> concentrations, signal a significant concern; however, upon review of a complete site summary <br /> report, the RWQCB may require additional assessment of ground wa er in the leach filed areas <br /> before consideration of site closure. <br /> ' 5.0. RECOMMENDATIONS <br /> ' Based on the above discussion of findings, AGE recommends the followir g actions: <br /> 5.1 WESTERN DITCH AREA <br /> AGE recommends that shallow soil samples be collected in the former stem cleaning area and in the <br /> south portion of the ditch to define the extent of soil impacted by chromium and motor oil for possible <br /> removal of soil exceeding industrial PRGs for chromium.AGE does not expect the volume of impacted <br /> soil to be significant.A drill rig should be employed to obtain a water sample in the area to analyze for <br /> ' metals, petroleum hydrocarbons, PCP/TCP, and formaldehyde. AGE does not anticipate significant <br /> contamination in the area,but proposes the testing to address potential concern by the RWQCB. <br /> 5.2 MAINTENANCE BUILDING AND MILLWORK SEPTIC LEACH FIELDS AREAS <br /> ' AGE recommends use of a drill rig to obtain a water sample in the area to complete the assessment for <br /> the chemicals of concern noted above. Although the exact location of the leach field is not known, <br /> favorable analytical results from a ground water sample in the septic tank area would support an <br /> interpretation of minimal impact on ground water by suspect materials potentially released through the <br /> leach field. <br /> ' <br /> Groundwater in the millwork building septic leach field area contained formaldehyde at a concentration <br /> slightly exceeding the action level for drinking water, and may contain lead and chromium at <br /> concentrations that slightly exceed drinking water MCLs.The data for the last two analytes were from <br /> ' unfiltered samples and maybe total metals rather than dissolved metals concentrations.Due to the minor <br /> degree of the excursions past the MCLS in the area that intuitively is likely to be most contaminated, <br /> AGE recommends no further assessment in this area pending direction fro}n the RWQCB. <br /> 6.0. LIMITATIONS <br /> ' Our professional services were performed using that degree of care and s ill 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 geologic/ <br /> Advanced GeoEnvironmental,Inc. <br />