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V � <br /> KEI-P91-0202 .QR3 <br /> November 6, 1992 <br /> Page 2 <br /> during the quarter. The monitoring data collected this quarter are <br /> summarized in Table 1. <br /> Water samples were collected from the wells on October 12, 1992 <br /> Prior to sampling, the wells were each purged of between 2 . 5 and <br /> 6 .5 gallons of water by the use of a surface pump. During purging <br /> operations, the field parameters pH, temperature, and electrical <br /> conductivity were recorded and are presented in Table 2 . Once the <br /> field parameters were observed to stabilize and a minimum of <br /> approximately four casing volumes had been removed from each well, <br /> samples were then collected by the use of a clean Teflon bailer. <br /> The samples were decanted into clean VOA vials that were then <br /> sealed with Teflon-lined screw caps and stored in a cooler, on ice, <br /> until delivery to a state-certified laboratory. <br /> HYDROLOGY <br /> The measured depth to ground water' in all of the wells at the site <br /> on October 12 , 1992 , ranged between 75 . 08 and 76 . 37 feet below <br /> grade, except for well MW5 , in which the depth to ground water was <br /> measured at 61. 47 feet below grade. Similar to previous quarters, <br /> the ground water elevation in well MW5 is significantly higher <br /> (approximately 15 feet) than all other wells. This occurrence is <br /> considered to be a localized (perched?) condition, and the data <br /> from well MW5 was not used in calculating ground water contours <br /> The water levels in all of the wells have shown net decreases <br /> ranging from 2 . 58 to 2. 77 feet since July 13 , 1992 , except for <br /> well MW5, in which a net increase of 0. 13 feet was observed. Based <br /> on the water level data gathered during the quarter, the ground <br /> water flow direction appeared to be predominantly to the south <br /> (varying from south to south--southeast)' , as shown on the attached <br /> Potentiometric Surface Maps, Figures 1, 2 , and 3 . The flow <br /> direction reported this quarter is similar to the predominant south <br /> and southwesterly flow directions reported in the previous three <br /> quarters. The average hydraulic gradient across the site on <br /> October 12 , 1992 , was approximately 0 . 0029 . <br /> ANALYTICAL RESULTS <br /> The ground water samples were analyzed at Sequoia Analytical <br /> Laboratory and were accompanied by properly executed Chain of <br /> Custody documentation. The samples were analyzed for total <br /> petroleum hydrocarbons (TPH) as gasoline by EPA method 5030/modi- <br /> fied 8015, and benzene, toluene, xylenes, and ethylbenzene (BTX&E) <br /> by EPA method 8020. In addition, the ground water samples <br /> collected from monitoring wells MW1 , MW7 , MW8 , and MW9 were <br /> analyzed for fecal coliform by the membrane filter method. <br />