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. QUARTERLY REPORT <br /> APACHE PLASTICS L.P. <br /> 2050 East Fremont Street <br /> Stockton, CA <br /> FOURTH QUARTER 1996 <br /> EXECUTIVE SUMMARY <br /> This report discusses groundwater and vapor extraction monitoring during the fourth quarter of <br /> 1996 at the Apache Plastics manufacturing facility in Stockton, California The report was prepared <br /> by Upgradient Environmental Consultants under contract no 96004 <br /> The VR Systems vapor extraction unit operated for 86 days (1,945 hours) between October 1 and <br /> December 31, 1996, withdrawing approximately 4,978,620 cubic feet of soil vapor In the early part <br /> of the quarter, most of the vapors came from the extraction well termed VE-1 "shallow", because <br /> the open end of VE-1 "deep" was submerged below the static water level In October, a second <br /> extraction well was installed, and thereafter extraction took place from this well (VE-2) and from <br /> VE-1 "shallow" Approximately 1,970 pounds of hydrocarbons were destroyed, bringing the <br /> estimated total to over 15,400 pounds (2,000 gallons) since inception of remediation in July 1994 <br /> The unit's on-board computer monitored all essential parameters except vapor concentration, which <br /> was manually monitored by Upgiadient personnel on a weekly basis, using a portable photo- <br /> ionization detector These data, along with laboratory analysis of two vapor samples collected in <br /> December, were used to assess the efficiency of the system The vapor extraction unit was shut <br /> down at the end of the quarter, when the Permit to Operate expired, but remains on site pending <br /> regulatory directives <br /> Groundwater was monitored in December The depth to groundwater was measured in all six <br /> monitoring wells, but only MW-5 was sampled Gasoline, benzene, and other contaminants were <br /> detected, but at slightly lower concentrations than in previous quarters <br /> As in previous quarters, depth measurements indicate that the water table was not planar, but <br /> formed a trough trending southeast across the site at a slope of 0 0015 ft/ft The depth to <br /> groundwater averaged almost 56 feet, two feet shallower than in the third quarter <br /> • 1 <br />