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• October 14, 1993 Working To Restore Nature <br /> ARCO Station No 548, Sacramento, California <br /> Soil cuttings generated during drilling are stored onsite on and covered with plastic sheeting <br /> If possible, drill cuttings exhibiting subjective evidence of hydrocarbons or producing a <br /> positive response on the PID are separated from those drill cuttings exhibiting no subjective <br /> evidence of hydrocarbons Four soil samples are collected from drill cuttings and <br /> composited into one sample at the laboratory to evaluate disposal options for the soil <br /> Borings not converted to wells are backfilled to surface with a slurry of cement, bentonite, <br /> and water. <br /> Construction of Vapor-Extraction Wells <br /> Vapor-extraction wells are constructed of thread-jointed,4-inch-diameter schedule polyvinyl <br /> chloride (PVC) casing No chemical cements, glues, or solvents are used in well <br /> construction The screened portion of the wells consists of factory-perforated casing with <br /> 0 10-inch-wide slots A maximum interval of 25 feet of slotted casings is used Pea gravel <br /> is placed in the annular space opposite the screen to approximately 1 foot above the top of <br /> the slotted casing A 2-foot bentonite plug is placed above the sand pack, and a cement- <br /> bentonite slurry is used to fill the remaining annulus to the surface A traffic-rated cast- <br /> aluminum utility box with a PVC apron is placed over each wellhead and set in concrete <br /> flush with the surrounding concrete pad. This box has a watertight seal to protect against <br /> surface water infiltration and is opened with a special wrench The design of the box <br /> discourages vandalism and reduces the possibility of accidental disturbance of the well <br /> After the appropriate local and State environmental agencies indicate that remediation of <br /> soil is no longer required, the vapor-extraction wells will be removed. A drill rig is used to <br /> remove the casing and gravel pack, and the bore hole is backfilled with grout composed of <br /> cement and bentonite from the bottom of the hole to surface grade <br /> Monitoring-Well Construction <br /> Monitonng wells will be constructed in the borings with thread-pointed, 4-inch-inner- <br /> diameter, Schedule 40 PVC casing. No chemical cements, glues, or solvents are used in well <br /> construction. The screened portion of each well will consist of factory-perforated casing <br /> with 0 020-inch-wide slots The well screen will extend from the total depth of the well to <br /> approximately 5 or 10 feet above the groundwater surface This screened interval allows <br /> sampling at the air-water interface during seasonal fluctuations of the groundwater level <br /> The annular space in the well is packed with number 3 sand to approximately 1 to 2 feet <br /> above the slotted interval A 3-foot thick bentonite plug is added above the sand pack to <br /> prevent the cement from entering the well pack The remaining annulus is backfilled to <br /> grade with a bentonite cement slurry <br /> 0817ccar <br /> 30004-low <br />