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between testing under static conditions and under active pumping. Margaret distributed <br /> 5 packets of information regarding the 8 sites. The information shows their well sites, <br /> soil data, and concentration boundaries. She stated that as of 4:30 p.m. yesterday they <br /> were still pumping the water into the storm system. <br /> Marc Bridges said they are not pumping. It was noted that Contractor was developing <br /> the wells that could take about five to thirty minutes. They are not putting contaminated <br /> water into the storm system. <br /> Margaret stated the water should all be contained until it can be determined whether or <br /> not it is contaminated. <br /> Tony Martin agreed that Kleinfelder could do a pumping analysis. <br /> Mike Conrad stated he will need an analysis to determine what pumping rate can be <br /> used. <br /> Other alternatives to dewatering were discussed. Tony Martin suggested directional <br /> drilling is a possibility. He also recommended they sample all wells to eliminate those <br /> we know are contaminated. Michael I. noted that this would not provide any real degree <br /> of comfort, as it only tells us contamination levels under static conditions. <br /> Margaret stated that the Shell station has stopped the use of MTBE, but is now using <br /> another substance that may also cause concern. <br /> Marc B said that he has 4 wells pumping 50 — 75 gallons per minute each at the bore <br /> pit. At this time, the volume is what they expected. There are 189 wells to be done on <br /> the project altogether. <br /> Marc noted that the groundwater levels are approximately at 8' to 10' below grade along <br /> the pipeline. <br /> Another possibility presented is a groundwater treatment system such as a carbon <br /> filtration. It has been used on other projects. <br /> Mark M asked about trench excavation as was used on the Westside Sewer Interceptor <br /> Project. <br /> Marc B stated they decided to use dewatering wells because contractor was concerned <br /> with getting the soil dry enough to put back in. He said they could look at the option of <br /> not using dewatering wells once they know how much water to expect. <br /> There was discussion on going to more shallow wells, but it was questioned whether <br /> that would provide adequate dewatering. <br />