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' necessary on all equipment <br /> • <br />' SYSTEM OPERATION OVERVIFW <br />' During the first two weeks of operation, ASE was on-site daily Although <br /> the system operated while at the site, it appeared to automatically shut <br /> down due to a high tank level alarm ASE identified and replaced the <br />' source of the problem, a faulty level switch, and the system began <br /> operating more regularly <br />' During the first week of operation, ASE conducted a drawdown test <br /> extracting water only from recovery wells RW-1 and RW-3, because these <br /> wells have depth-to-water piezometers in the same borehole and are <br />' screened identical to the recovery well ASE attempted to identify the <br /> total drawdown capable in these wells while extracting approximately 10 <br />' gallons per minute (gpm) from these wells The drawdown over a 3 hour <br /> period of pumping from only these wells was approximately 1 25-feet in <br /> recovery well RW-1 and 1 5-feet in recovery well RW-3 This drawdown <br />' was significantly less tan that observed during the pumping tests <br /> During the third week of operation, ASE conducted a test to determine if a <br /> pumping rate of 2 gpm would cause a radius of influence of at least 20- <br /> feet ASE performed this test by measuring the depth to water in all <br />' recovery wells and surrounding monitoring wells on a Monday, after the <br /> system had been off for the weekend Then all recovery wells, except for <br /> RW-2 were turned on to a rate estimated at S gpm from the four wells in <br /> operation (2 gpm per well) The following day, after the system operated <br /> for 24 hours, the depth to water was measured in RW-2 and the <br /> surrounding wells The data verified that at this extraction rate, the <br /> recovery well capture zone radius of influence was in excess of 20-feet <br /> This was primarily proved by the depth to water in recovery well RW-2 <br /> showing a drop in elevation of 019 feet, this recovery well is 32-feet from <br /> recovery well RW-1 and 24-feet from RW-3 <br /> At the end of the third week, ASE observed the pressure in carbon vessel <br /> #1 was operating at a higher than normal pressure, while carbon vessels 2 <br /> and 3 showed very little pressure For some reason, carbon vessel # 1 <br /> appeared to be clogged Upon viewing the inside of the vessel, ASE <br /> determined that the bottom drain line was clogged Therefore, ASE began <br /> backflushing carbon vessel #1 on a regular basis to relieve the buildup of <br /> Ipressure <br /> • <br /> Frank's One Stop Remediation System Monthly Report — October 2000 <br /> I 2 <br />