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ri �Dp4�v — CLEARWATER C R O U P E'nvrronmenla(SErVICe5 contamination on the northeastern portion of the site and assess possible off-site sources Three soil samples and one groundwater sample were analyzed from each boring Soil concentrations of TPHg and BTEX were detected only in boring MW-5B The highest soil concentration of TPHg (1,000 mg/kg) was detected at 25 feet bgs in MW-5B This sample was also analyzed for TPH as Jet Fuel and found to contain 55 mg/kg Detectable concentrations of BTEX were present in soil samples collected from boring MW-5B at 25 feet and 35 feet bgs MTBE was not detected by EPA method 8260 in any of the soil samples analyzed Groundwater concentrations of TPHg and BTEX were detected in borings SB-9, MW-5B, MW-7 and MW-8 The highest groundwater concentration of TPHg (9,700 pg/L) was detected in MW-5B MTBE was not detected by EPA method 8260 in any of the groundwater samples analyzed A dual-phase test well and air sparge point was installed at the site in February 2002 Remedial feasibility testing at the site was conducted during the week of March 10, 2002 The Well Installation and Feasibility Testing Report was submitted on May 9, 2002 From data collected during these activities, Clearwater developed and submitted a Corrective Action Plan dated November 20, 2002 to the SJC/EHD Beginning in June, 2000 groundwater in all monitoring wells has been sampled on a calendar quarterly basis These sampling events took place on June 6, 2000, August 28, 2000, November 14, 2000, February 13, 2001, May 30, 2001, August 22, 2001, October 11, 2001, February 14, . 2002, May 10, 2002, September 30, 2002, December 4, 2002, and March 5, 2003 Reports documenting these activities have been previously transmitted to the SJC/EHD by Clearwater OBJECTIVES In continuance of quarterly groundwater monitoring activities, the objectives of this current project were to gather groundwater samples from all monitoring wells at the site and to analyze the groundwater samples for hydrocarbon contamination In addition, an MNA study was continued this quarter, and chemical parameters and groundwater samples were collected These data will serve for preliminary assessment of site suitability (discussed below) and as baseline GROUNDWATER MONITORING AND SAMPLING ACTIVITIES Groundwater monitonng and sampling activities were conducted on June 5, 2003 Groundwater elevation data were obtained from each of the monitoring wells utilizing an electronic water level indicator The water level indicator was thoroughly washed in an Alconoxe soap bath and double rinsed with clean tap water prior to placement in each well to prevent possible water quality influence from extenor sources, and to prevent cross contamination Groundwater elevations were derived and are tied to previously established well surface elevation data (Table 1) Before sampling, each well was purged until water quality parameters had stabilized Stabilization occurred after approximately three wetted casing volumes had been removed Prior to purging, all wells were checked for the presence of light non-aqueous-phase liquids (LNAPL), . none was observed to be present in any well Stabilization measurements of purged groundwater ZB178C/2Q03 Monitoring Rpt 3 September 15,2003