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• On 08 August 2006, well MW-5 was located in damaged and unuseable condition - no further measurements are possible. Damaged well MW-5 was capped and marked for future proper destruction. The following is a brief summary of site pilot studies and interim remediation activities: • On 16 July 1999, a limited aquifer pump test (8 hours)was performed at the site. The depth to ground water was measured in wells MW-1 through MW-4; a 2-inch Gundfos submersible pump was placed in 4-inch diameter well MW-4; pressure transducers were placed in wells MW-3 and MW-4 and connected to a data logger to record draw-down data from the wells. The initial pumping rate was calculated at 5 gallons per minute (gpm); however, excessive ground water draw-down required rate reductions as tabularized in the table below: Rate (gpm) Total Time (minutes) 5 0 3.5 30 3 50 2.5 90 1.5 310 1.6 340 2.5 370 3.3 410 3 500 • Approximately 2,000 gallons of extracted ground water was removed from well MW-4 during the 8-hour pump test. Two separate grab water samples were collected from the extracted ground water stream. Significant concentrations of BTEX compounds were reported in the samples collected from the extracted ground water stream. • The pumping rate was calculated to be 2.5 to 5.0 gpm. A draw-down of approximately 3.83 feet was observed in well MW-4 after 45 minutes of pumping. Measurable draw- down was observed in well MW-3, located approximately 60 west, but never exceeded 3.1 feet. • Well MW-4's Aquifer transmissivity was calculated to be 441.6 gallons per day-feet; the storativity was to calculated to be 68.5 (unit-less); the well efficiency was calculated to be 13.7 %,which adjusted the aquifer tranmissivity to 60.4 gallons per day-feet. Advanced GeoEnvironmental,Inc.