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• Geological TeCIMics Inc. Page 3 <br /> Del Valle(Hwy 99) <br /> Project No.: 1117.2 <br /> January 20,2004 <br /> A Chain of Custody was completed for all samples collected and tracked to ensure sample <br /> integrity. The detection limits for these compounds are listed below. <br /> DetectionLimits: I Oxygenates <br /> Soil (pg/Kg) <br /> 3.0 DISCUSSION, CONCLUSIONS& RECOMMENDATIONS <br /> 3.1 Discussion <br /> The shallow subsurface soils at this site are dominated by clayey soil. As the log shows, the <br /> soils are described as follows: <br /> ❑ The upper 7 feet consisted of fill material, and consisted of silt and clay soils, with <br /> varying amount of sand <br /> ❑ From 7 to 13 feet bgs- the soil consisted of silty clayey sand <br /> ❑ From 13 to 23 feet bgs- consisted of plastic clay soils <br /> Field observations indicated that no petroleum hydrocarbons or fuel additives were present <br /> in the soil cores collected from the borehole. <br /> Four soil samples were tested for MTBE and the other main oxygenated fuel compounds by <br /> EPA method 8260B. The test results corroborate with field observations and no oxygenated <br /> compounds were found. <br /> 3.2 Conclusions <br /> Given the data obtained during the tank closure sampling work and during this phase of <br /> investigation, we conclude that petroleum hydrocarbons were not released from the former <br /> UST operation at this property. <br /> 3.3 Recommendations <br /> We recommend that not further investigation be performed and that the site be closed by <br /> San Joaquin County EHD. <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 <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. <br /> All 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 />