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FIELD PROCEDURES <br /> Site Safety Plan <br /> This plan describes the safety requirements for field work performed at the site The site safety <br /> plan is applicable to personnel of Smith Environmental Technologies Corporation (Smith <br /> Environmental) who perform the field work A copy of the site safety plan is available for <br /> reference by appropriate parties during the work The on site representative of Smith <br /> Environmental acts as the Site Safety Officer <br /> Groundwater Well Purging and Sampling <br /> The static water level in each well was measured to the nearest 0 01 foot with a Solinst electric <br /> water-level sounder cleaned with a laboratory-grade, non-phosphatic detergent and deiomzed <br /> water before use in each well A clean bailer was used to obtain a sample from the surface of the <br /> water in the well for subjective analysis of hydrocarbons The sample was retrieved and visually <br /> examined for floating product, sheen, color, and clarity <br /> Approximately 3 well volumes of groundwater were purged from the wells using dedicated bailers <br /> or pump systems All downhole equipment such as pumps, cables, and hoses were cleaned with a <br />• laboratory-grade, non-phosphatic detergent and water before use in each well The wells were <br /> purged until withdrawal was of sufficient duration to result in stabilized pH, temperature, and <br /> electrical conductivity of the water, as measured by portable meters calibrated to a standard buffer <br /> and conductivity standard The wells were allowed to recover to at least 80 percent of the static <br /> water level prior to sampling The groundwater purged from the wells was temporarily stored in <br /> 55-gallon liquid waste drums approved for this use by the Department of Transportation pending <br /> results of laboratory analyses The City of Stockton is responsible for the disposal of the purge <br /> water and has contracted to have purge water removed <br /> A sample of the formation water then was collected from the surface of the water in each of the <br /> wells with dedicated disposable bailers and slowly transferred to laboratory-cleaned sample <br /> containers <br /> Evaluation of Groundwater Gradient <br /> The elevation of the top of each well casing was measured by Smith Environmental using well <br /> MW-4 as the datum point The U S G S Quadrangle Map, Stockton West, California 1976, was <br /> used to evaluate the elevation of the ground surface around well MW-4 The tops of the <br /> monitoring and recovery wells were surveyed relative to mean sea level on September 9, 1992 <br /> The elevation of the well casing and the depth to groundwater measured in each monitoring well <br /> were combined to evaluate the relative elevation of the groundwater surface in each well and the <br /> slope of the groundwater surface across the site <br />