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I <br /> s <br /> Ground Zero personnel- described and logged the borings according to the Unified Soil <br /> Classification System (USCS). Descriptions of the soils encountered in the borings are presented <br /> in the Logs of Borings, Appendix A. <br /> Groundwater Monitoring Well_Construction <br /> Monitoring well MW 1 was completed using flush threaded, 2" diameter PVC well screen and <br /> casing. The well was screened from 42.5 ft to 62.5 ft below ground surface. The screened <br /> portion of the well consists of 0.020-inch wide, machine-slatted PVC casing. The casing from the <br /> top of the screened portion to one foot below ground surface is PVC blank. <br /> I <br /> The annular space of the well was filled with silica sand from the.total depth of the well to <br /> approximately 2 feet above the screened casing. A bentonite seal was placed above the sand pack <br /> for a total thickness of 2 feet (3 8.5 to 40.5 feet below ground surface). A neat cement slurry was <br /> placed above the bentonite seal to 1 foot below ground surface. The top of the casing was <br /> covered with_a locking cap and padlock, and the bottom has a threaded end-cap. <br /> The well head was protected with a cast-iron well head box installed approximately 112-inch <br /> above the surrounding ground to prevent water from ponding over the well-head cover. The <br /> well-head cover has a locking, watertight, expanding seal to protect the well against surface-water <br /> infiltration. <br /> Groundwater Monitoring Well Development and Sampling <br /> On May 24, 1995 a Ground Zero technician measured depth to groundwater in monitoring well <br /> MW l and then surged and developed the groundwater monitoring well using a bailer and <br /> submersible pump. Approximately 7.7 well casing volumes of water were extracted from the well <br /> prior to sampling. pH, EC, and Conductivity measurements were taken, and had stabilized prior <br /> to sampling. The well was also allowed to recharge to approximately 99% before the <br /> groundwater samples were collected. The purged water was stored onsite in a labeled DOT 55- <br /> gallon drum prior to disposal. Field data sheets are included in Appendix B. <br /> The samples were shipped to Argon Laboratories under Chain-of-Custody protocol for analysis of <br /> TPHg by EPA Modified Method 8015, BTEX by EPA Method 8020, Total Oil and Grease by <br /> Method 418.1, and Total Lead by Method 7421. Laboratory Reports, Chain-of-Custody <br /> Records, and Quality Assurance/Quality Control Documentation are included in Appendix C. <br /> e <br /> I <br />