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KEI-P88-1013 .QR6 <br /> November 10, 1993 <br /> Page 2 <br /> collected by KEI this quarter for the Unocal wells are summarized <br /> in Table 1. <br /> Water samples were collected by KEI from all of the Unocal wells <br /> (except MW6) on September 29 , 1993 . Prior to sampling, the wells <br /> were each purged of between 7 . 5 and 10 gallons of water by the use <br /> of a surface pump. During purging operations, the field parameters <br /> pH, temperature, and electrical conductivity were recorded and are <br /> presented in Table 3 . Once the field parameters were observed to <br /> stabilize and a minimum of four casing volumes had been removed <br /> from each well, samples were then collected by the use of a clean <br /> Teflon bailer. The samples were decanted into clean VOA vials that <br /> were then sealed with Teflon-lined screw caps, labeled, and stored <br /> in a cooler, on ice, until delivery to a state-certified labora- <br /> tory. <br /> On September 29 , 1993 , a point monitoring and sampling event was <br /> also conducted with the nearby Montgomery Ward site (the site of a <br /> former gasoline dispensing facility) . Monitoring data from the <br /> Montgomery Ward site are summarized in Table 2 . <br /> HYDROLOGY <br /> The measured depth to ground water at the former Unocal site on <br /> September 29 , 1993 , ranged between 58 . 30 and 59 . 11 feet. The water <br /> levels in all of the wells have shown net decreases ranging from <br /> 1. 38 to 1 . 64 feet since June 28 , 1993 . <br /> Based on the water level data gathered during the quarter (includ- <br /> ing the point monitoring event conducted on September 29 , 1993) , <br /> the ground water flow direction over the majority of the site <br /> vicinity was to the south, as shown on the attached Potentiometric <br /> Surface Maps, Figures 1, 2 , and 3 . The ground water flow direction <br /> at the Unocal site has varied from the southwest to the east- <br /> northeast since July of 1992 . The average hydraulic gradient over <br /> the majority of the site vicinity on September 29 , 1993 , was <br /> approximately 0 . 008 . <br /> ANALYTICAL RESULTS <br /> The ground water samples collected from the existing Unocal <br /> monitoring wells this quarter 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/mode-- <br /> fled 8015 , for benzene, toluene, ethylbenzene, and xylenes by EPA <br /> method 8020, and for EPA method 8010 constituents. <br />