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=:"- SOMA <br /> Working To Restore Nature <br /> ' 1990, an additional subsurface investigation in October and November 1990, and quarterly <br /> groundwater monitoring The results of these Fnvestigatxons are presented in the reports listed <br /> at the end of this report. A soil vapor extraction test was conducted at the site by RESNA in <br /> November 1992 (RESNA, January 1993) Investigations have shown that the majority of <br /> petroleum hydrocarbons in the soil were present from 0 to approximately 25 feet below grade <br /> and within a radius of about 20 feet of the former 1,000 gallon gasoline UST tank pit. A soil <br /> ' vapor extraction system was constructed at the site and began operating July 23, 1993 <br /> Quarterly groundwater monitoring results have shown detectable levels of petroleum <br /> hydrocarbons in the monitoring wells in the past (Table 1) <br /> 1 <br /> GROUNDWATER SAMPLING AND GRADIENT EVALUATION <br /> ' RESNA personnel performed the latest quarterly groundwater monitoring of monitoring wells <br /> on December 27, 1993 Mr. Michael Collins of SJCPHS was present on-site to observe RESNA <br /> ' sampling techniques Field work consisted of measuring depth-to-water (DTW) levels in wells <br /> MWA through MW-6, collecting groundwater samples from wells MW-1, MW-2, and MW-6, <br /> and submitting groundwater samples for laboratory analysis <br /> Water level measurements were collected from wells MW-1 through MW-6 The depth to water <br /> P <br /> ranged from 68 42 to 69 06 feet below top of well casing elevation. In general, groundwater <br /> ! elevations have increased an average of 2 59 feet since September 2, 1993 The water level data <br /> were used to develop the groundwater elevation contour map (Plate 3) Assuming that horizontal <br /> ' isotropic conditions prevail, groundwater in the uppermost aquifer beneath the site flowed in an <br /> easterly direction The hydraulic gradient on December 27, 1993 was calculated to be 0.0011 <br /> ft/ft or about 6 feet/mile These data indicate no change when compared with the previous <br /> quarterly monitoring results for gradient flow and direction. A summary of groundwater <br /> monitoring data is presented in Table 2 Groundwater elevations are referenced to feet mean <br /> sea level. <br /> ' Groundwater samples were collected from three shallow groundwater monitoring wells, MW-1, <br /> MW-2, and MW-6 Prior to collection of groundwater samples a minimum of three well casing, <br /> ' volumes were purged The depth-to-water, pH, electrical conductivity, and temperature were <br /> measured and allowed to stabilize before groundwater samples were collected No evidence of <br /> measurable floating product or hydrocarbon vapor was noted in the water samples Samples <br /> ' were then collected from each well using disposable bailers Purge water was contained in 55 <br /> gallon DOT approved drums and stored on-site <br /> ' The groundwater samples collected from each well were submitted with Chain of Custody <br /> Record to Sequoia Analytical Laboratories of Redwood City, California, a State Certified <br /> laboratory (State Hazardous Waste Testing Laboratory Certification No 1210) Samples were <br /> analyzed for total petroleum hydrocarbons as gasoline (TPHG), total petroleum hydrocarbons <br /> I <br /> 3400561QUAR'TL,Y14QMR1993 FNL 2 <br />