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' 03 October 2001 <br /> • AGE-NC Project No. 95-0100 <br />' Page 3 of 6 <br /> • Volatile aromatic hydrocarbons-benzene,toluene, ethylbenzene and total xylenes (BTEX) <br />' and methyl tertiary-butyl ether(MTBE)in accordance with EPA Method 8020. <br /> 2.5. MONITORING WELL DEVELOPMENT ACTIVITIES <br />' On 15 June 2001,monitoring wells MW-4, MW-5 and MW-6 were developed utilizing a stainless <br /> steel hand bailer and Grundfos Redi-flow submersible pump. Ground water was purged from <br /> monitoring wells MW-5 and MW-6 until ground water was visually sediment free and approximately <br /> 8 gallons of water were removed from MW-4 before it was pumped dry. Approximately 34 gallons <br /> of water were removed from MW-5 and 30 gallons of water were removed from MW-6. Purged <br /> ground water was containerized in properly labeled DOT-approved model 17H 55-gallon drums and <br /> was stored on-site. Field sheets and data are included in Appendix B <br /> ' 2.6. WELL HEAD SURVEY <br /> On 05 September 2001, a California state-licensed survey engineer from Baumbach & Piazza <br /> surveyed the elevation of a reference point on the top of ground water monitoring wells MW-4, <br /> MW-5 and MW-6 to the nearest 0.01-foot relative to San Joaquin County Bench Mark Datum <br /> BM #AABB-42 at 120.526 feet above mean sea level (msl). The results of the monitoring well <br /> ' survey are contained in Table 1. The surveying report (Baumbach & Piazza) is presented in <br /> Appendix C. <br /> 2.7. MONITORING WELL PURGE PROCEDURES <br /> 1 Depths to ground water were measured in each well from the tops of the well casings to the nearest <br /> 0.01-foot utilizing a Solinst water level meter. Ground water elevation in each well at the site was <br /> ' calculated by subtracting the measured depths to ground water from the surveyed casing elevations <br /> (Table 1). Ground water elevations were plotted and contoured on a scaled site map (Figure 3). <br /> ' On 03 July 2001, after water levels were measured, approximately 5 to 6 gallons of ground water <br /> (a minimum of three casing-water volumes per well) were removed from wells MW-1, MW-2, <br /> MW-3, MW-5 and MW-6 and approximately 9 gallons of ground water were removed from well <br /> MW4-before the well was pumped dry, utilizing-a new disposable plastic bailer at-each wellz On- - _ •--_ <br /> 16 July 2001 well MW-4 was re-purged, approximately 10 gallons of ground water were removed <br /> utilizing a new disposable plastic bailer. Temperature, pH and conductivity were measured for <br /> ' stabilization at regular purge-volume intervals from each well using Hydac or Oakton water <br /> analyzers. Field data and logs are in Appendix D. Purged ground water was containerized in <br /> DOT-approved model 17H 55-gallon drums and stored at-the site. <br /> 1 <br /> Advanced GeoEnvironmental,Inc. <br />