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WELLS FARGO BANK PROPERTY <br /> 49 SOUTH WILSON WAY <br /> STOCKTON, CALIFORNIA <br /> DECEMBER 28, 1.998 <br /> Page 2 <br /> February 1996, Phase II. Subsurface Investigation <br /> A Phase II Subsurface Investigation was performed by Building Analytics in February <br /> 1996, to investigate the potential effects of an environmental impact by the former on-site <br /> gasoline service station. The following is a summary of the findings from the <br /> investigation: <br /> • Soil samples were collected from five Geoprobe borings at depths of up to 25 <br /> feet below ground surface (bgs). �1. <br /> • The soil samples revealed non-detectable concentrations for total petroleum <br /> hydrocarbons as gasoline and diesel (TPH-g and TPH-d) and benzene, toluene, <br /> ethylbenzene and xylenes (BTEX). <br /> E•• • Total recoverable petroleum hydrocarbons (TRPHs) were found at <br /> concentrations ranging from 10 parts per nullion (ppm) to 31 ppm, which is <br /> well below the Maximum Contaminant Level (MCL) of 100 ppm as set forth by <br /> the Regional Water Quality Control Board (RWQCB). ! <br /> Based on the above-mentioned analytical results, it was concluded that the on-site soil <br /> contamination, although below regulatory action levels, was likely caused by the spilling of <br /> waste oil and motor oil at the former on-site gasoline service station. There was no <br /> indication of diesel or gasoline contamination. Groundwater was expected at a depth of <br /> approximately 60 feet bgs, and was not sampled during this Subsurface Investigation. <br /> February 1997, Follow-Up Phase II Subsurface Investigation <br /> Building Analytics completed a Follow-up Phase II Subsurface Investigation in February <br /> 1997, which included the installation and sampling of three groundwater monitoring wells. } <br /> The following is a summary of the findings from the investigation: <br /> I <br /> 1 <br /> • The groundwater flow direction in February 1997 was measured to be to the <br /> northeast, with a hydraulic gradient of 0.0025; <br /> • TPH-g at levels up to 1,300 ppm, and benzene at levels up to 0.39 ppm, were <br /> reported in the soil samples collected from Boring B2, at depths between 35 and <br /> 55 feet bgs; <br /> • TPH-g and BTEX were not reported in groundwater samples collected from MW- <br /> 1 or MW-3; <br /> • Benzene was not reported in the groundwater <br /> b sbamd from MW-2; <br /> • TPH-a (1.6 ppm), eth lbenzene (120 ppm) and, x lens (37 ppm) were re <br /> orted <br /> in the groundwater sample collected from MW. 2; and j <br /> • Methyl-tert-butyl ether (MTBE) was not reported in any of the soil or <br /> groundwater samples collected. <br /> 4y <br /> T <br /> Based on the above-mentioned analytical results, it was concluded that soil and f <br /> groundwater beneath the site had been impacted by TPH-g and BTEX in the area of <br /> groundwater monitoring well MW-2. <br /> 1 <br />