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G60(ogicafTecfinia Inc. Page 2 <br /> Groundwater Monitoring Report <br /> Project No. 750.2 <br /> ...� May 11, 2000 <br /> y,,, Spencer Surveying on April 19, 2000 surveyed the top of casing elevation of the new wells <br /> into the City of Escalon Benchmark No. 2. A signed map is included in Appendix D. <br /> 4.0 The average groundwater elevation in April was about 56.6 feet above MSL, which is <br /> approximately 61.5 feet below ground surface. <br /> �— A groundwater gradient was calculated for the April 18, 2000 groundwater monitoring event. <br /> It was flowing N80°W at 0.0025 ft/ft. Data is summarized in Table 1, Appendix A. Gradient <br /> directions are shown on Figure 3: Gradient Map. <br /> 1.2 Groundwater Sampling Procedure <br /> On April 18, 2000 Don Light of Del-Tech mobilized to the site to develop the monitoring <br /> wells and conduct a groundwater monitoring event. The wells were installed April, June and <br /> July of 1999 but were finished off below grade so that road and sidewalk consturction could <br /> take place. In early April of 2000 the wells were relocated and finished to ground surface. <br /> Before development was attempted, the wells were sounded for depth to water. Since the <br /> wells had never been developed after installation, Don Light first developed the wells by <br /> surging and pumping them until a clear stream of water was obtained. Once all of the wells <br /> had been developed, Mr. Light returned to the first well that had been developed and began <br /> the following sampling process: <br /> • The wells were purged of at least three well volumes of stagnant water using a dedicated <br /> Waterra pump. Purging continued until the temperature, conductivity, and pH of the <br /> groundwater stabilized (<10% variation between three readings) indicating that formation <br /> water representative of aquifer conditions was entering the well. These water quality <br /> +.w parameters were measured at intervals of each well volume purged. <br /> • A stainless steel bailer was used to collect each sample. Care was taken to minimize <br /> sample agitation from the initial filling of the bailer to the transfer of the sample to the <br /> '-' VOA vials. <br /> • Once the sample containers were filled and capped, the bottles were inverted, tapped, and <br /> checked for headspace bubbles. Each sample container was identified and labeled with a <br /> unique designation, inserted into foam holders and placed in an ice chest cooled to 4°C for <br /> transport to the laboratory. <br /> • All non-disposable sampling equipment was decontaminated using a steam cleaner before <br /> and between uses. Disposable gloves were used by the technician to collect all samples <br /> and were changed with each sampling event. <br /> A field blank (prepared from water provided by the laboratory poured into a VOA vial on site) <br /> accompanied the samples to the laboratory to serve as checks against cross contamination. <br /> 4 <br />