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25 March 2005 AGE-NC Project No 97-0311 Page 2 of 3 following constituents: • Volatile organic compounds (VOCs) and fuel additives in accordance with EPA Method 8260 Modified. 3.0. FINDINGS Ground water elevations were determined by subtracting the measured depths to water from the surveyed casing elevations.Ground water flow directions were determined by contouring the water elevations on a scaled site plan. Laboratory analysis of water samples were utilized to assess any solvent-impact to ground water. 3.1. GROUND WATER ELEVATION AND GRADIENT The elevation of ground water in each monitoring well at the time of the monitoring event was calculated by subtracting the depth to ground water from the surveyed casing elevation; current ground water elevation results are provided in Table 1. The measured depth to ground water in monitoring wells MW-1 through MW-4 ranged between 47.50 and 47.83 feet below the top of the casing(btoc).The ground water elevations were calculated to be between 1.3 feet (MW-3) and 1.59 feet (MW-1) above mean sea level (MSL). The ground water elevation increased 1.2 feet since the November 2004 sampling event. At the time of the March 2005 monitoring event, the potentiometric surface was inferred to be flowing south to southwest in the area bounded by the monitoring wells (Figure 3) at a gradient of approximately 0.0024 ft/ft. 3.2. ANALYTICAL RESULTS OF GROUND WATER SAMPLES Four ground water samples were analyzed by CTEL for the chemical constituents referenced in Section 2.L.No VOCs,solvents,fuel additives or components were detected at or above laboratory reporting limits. The analytical results of ground water samples are summarized in the laboratory report CTEL Proj ect No. CT214-050376, with quality assurance and quality control (QA/QC) reports and chain of custody forms included in Appendix C. Advanced GeoEnvironmental,Inc.