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GERAGHTY & MILLER, INC 6 <br /> hydrocarbons occurs when DO concentrations are greater than 2 milligrams per liter (mg/L) <br /> During aerobic biodegradation,DO levels are reduced as aerobic respiration occurs <br /> ' DO concentrations collected prior to the startup of the biosparging system in Monitoring <br /> Wells MW-1, MW-2, MW-3, MW-5, MW-6,MW-7, and MW-9 ranged from 1.03 milligrams <br /> per liter (mg/L) to 156 mg/L This indicates that aerobic biodegradation of petroleum <br /> hydrocarbons in the vicinity of these wells has resulted in the reduced DO concentrations The <br /> ' use of biosparging will enhance bioremediation by increasing DO levels in the groundwater. <br /> REMEDIATION SYSTEM INSTALLATION <br /> The installed system consists of nine remediation wells (GM-1 through GM-9) and one <br /> ' previously installed vadose-zone well (VW-1) All wells,except VW-1, are double-completion <br /> wells, with an SVE well screened from 10 feet to 17 feet bgs and a biosparging well completed <br /> ' with 2 to 3 feet of screened section between 27 feet and 30 feet bgs The locations of the <br /> remediation wells are shown in Figure 4 Construction details for the double-completion wells <br /> are shown in Figure 5. <br /> Geraghty & Miller installed all remediation wells, except for GM-5 and GM-9, in <br /> November 1996. Wells GM-5 and GM[-9 were installed in January 1997. A description of <br /> well-installation procedures, and the boring logs for the wells, are presented in Attachment 2. <br /> ' Analytical results from soil sampling conducted during the remediation system installation are <br /> shown in Attachment 4 Trenching, piping, and the SVE and biospargmg system installations <br /> ' were completed in February 1997, as shown in Figure 4 Due to the excessively wet season <br /> encountered during the winter of 1996/97, the groundwater level rose from approximately 17 <br /> ' feet bgs during the well installation to approximately 10 feet bgs, submerging the SVE well <br /> screens and disabling the ability to conduct mass removal by SVE until groundwater recedes. <br /> ' The biosparging system consists of a rotary-vane compressor set up to infect air <br /> cyclically into two manifolds, increasing the oxygenation of groundwater by enhancing <br /> mixing The biospargmg system was started in early April 1997 The first manifold injects air <br /> into Wells GM-1 through GM-5, the second manifold infects air into the remaining wells, <br /> ' GM-6 through GM-9. <br /> ' <br /> Project No RC0309.010 <br />