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R604 :UPDATE 9-MARCH, 1992 <br />• contour maps, Figures 4A and 4B, were then developed from these <br /> corrected reading, a computer generated gradient program was not <br /> utilized. More interpretive gradient maps were developed by <br /> calculating the gradient from each well to all surrounding wells <br /> (difference in ground water elevations/distance between wells) , <br /> ie. MWI to MW2 , MW to MW3 , MW1 to MW4 , and MW1 to MW6 . Depth to <br /> ground water data from MW5 is not used, this well was installed in <br /> a slant boring and produces anomalous highs when used. From these <br /> gradient lines data points representing the contact for the <br /> proposed contours are plotted along each individual line. Once <br /> the data points have been plotted between all the wells, the data <br /> points representing a given gradient elevation (-45 foot contour, <br /> for example) are connected with site specific factors, ie. <br /> incorporating conditions caused by local' geology, hydrogeology, <br /> utility trenches, etc . , being utilized to controlled the contour <br /> between data points. <br /> After the depth to water measurements had been performed the well <br /> is purged for sampling. Water samples are obtained after purging <br /> the well of enough water so` that pH, conductivity and temperature <br /> stabilize. The wells are purged using a dedicated, sterile <br /> disposable bailer (dedicated to each well) , removing the water <br /> until the well has been depleted or pH, Temperature and <br /> Conductivity measurements have stabilized, (2 to 3 . 5 gallons) . <br /> During the March 5 , 1992, the wells were depleted prior to <br /> sampling (approximately 0 . 5 to 2 gallons purged) . The wells were <br /> then sampled using the same dedicated, sterile disposable bailer; <br /> once enough recharge had occurred to fill the necessary sample <br /> containers. The water sample is slowly drained from the bailer <br /> into the sample containers . The "purged" water is "contained" on <br /> site, in a 55 gallon 17H drum, see Appendix A. <br /> Enough water was sampled from each well to fill 4-40cc VOA vials <br /> (MW1 , MW2, MW3 , MW4, MWS and MW6 ) , with no air space . All <br /> containers are fitted with a teflon lined air tight cap. These <br /> vials and bottles are then labeled with the sample location, date <br /> sampled, time sampled, analyses to be run, initials of the <br /> sampler, and preservative if used (no preservatives were used) , <br /> placed in a zip lock baggie and then placed in a cooler with <br /> enough ice to maintain the sample at 40C. Prior to leaving the <br /> site, a chain of custody is filled out and the samples are then <br /> hand delivered to the laboratory for analysis. The samples are <br /> then chain-of-custody hand delivered the following day to MATRIX <br /> Analytical Laboratories (DHS#359 ) for Total Fuel Hydrocarbons and <br /> BTEX using EPA method 5030 and 602 . If samples are obtained for <br /> Fecal Coliform, they are hand delivered the same day to FGI <br /> Environmental, see Appendix A - Field Notes and Chemical Results . <br /> page 3 <br />