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A S S O C I A T E S I N C discussion of the initial subsurface investigation can be found in RESNA's "Interim Problem Assessment Report, Soil and Groundwater Contamination, "dated June S, 1992 In July 1994, a RESNA field geologist observed the drilling of four additional groundwater monitoring wells (MW4, MW5, MW6, and MW7) at the site to further characterize subsurface conditions Groundwater samples collected from these additional wells contained no detectable petroleum hydrocarbons A detailed discussion of the Phase II Subsurface Investigation can be found in RESNA's "Summary Report, July 1994 Investigation, "dated August 26, 1994 In PHS/EHD correspondence dated March 1995, regulatory approval was given to sample wells MW3 and MW5 and wells MW4, MW6 and MW7 on an alternating semi-annual basis MW1 and MW2 were to be sampled every quarter, conditions permitting To further evaluate the extent of residual soil contamination in the vicinity of the former underground fuel storage tank (UST), Smith Technology supervised the advancement of four soil borings (SB-1, SB-2, SB-3, and SB-4) on February 29, 1996 to depths of approximately 16 to 26 feet bgs Total petroleum hydrocarbons as gasoline (TPHg), benzene, toluene, ethylbenzene, and xylenes (BTEX) were detected above method detection limits at low to moderate concentrations in samples collected at depths between 10 and 15 feet bgs in borings SB-I, SB-2, and SB-3 A �} detailed discussion of this subsurface investigation can be found in Smith Technology's "Subsurface Investigation Report, " dated April 30, 1996 GROUNDWATER MONITORING AND SAMPLING ATC personnel performed groundwater monitoring and sampling on August 31, 2000 Field work consisted of measuring the depth-to-water in wells MW1 through MW7, using an electronic water/product interface probe to determine if free product was present, purging and sampling wells MW 1 through MW7, and servicing the passive skimmer placed in well MW2 Static groundwater elevations were measured in each monitoring well on August 31, 2000 Groundwater was measured at an average of approximately 11 69 feet bgs The water table elevation has increased an average of 1 56 feet since the previous measurements were collected in March 2000 Groundwater beneath the site generally flows in a southerly direction at an average gradient 0 003 ft/ft, or approximately 16 feet/mile Historically groundwater beneath the site generally flows in a southerly direction Groundwater monitoring data are summarized to Table 1 A groundwater gradient map for the August 31, 2000 monitoring episode is shown on Figure 2 On August 31, 2000, groundwater samples were collected by ATC from monitoring wells MW1 through MW7 Groundwater samples were collected from the monitoring wells after • stabilization of pH, electrical conductivity (EC), and temperature All wells monitored were purged and sampled according to ATC's Quality Assurance/Quality Control Plan on file with the PHS/EHD A minimum of approximately eight casing volumes of water was removed from each 92054 0006\QUARTLYI3QR-2000 DOC 2