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' 20 June 2005 <br /> AGE-NC Project No 05-1306 <br /> ' Page 7 of S <br /> t4 3 1 Ground Water Extraction System <br /> A submersible water pump with an automatic float switch will be utilized to dewater the excavation <br /> To minimize sediment intake through the pump, the bottom of the pump/motor assembly will be <br /> suspended approximately one foot from the bottom of the excavation Ground water will be <br /> continuously pumped from the excavation at a rate of approximately 15 GPM to a 1,000-gallon <br /> holding tank and piped to the ground water treatment system via a water-tight surface hose <br /> 4 3 2 Ground Water Treatment System <br /> The extracted ground water will be routed to a 1,000-gallon holding tank, from which it will pass <br /> ' through a process pump and a 1-micron sediment bag filter to the single-stage treatment system The <br /> holding tank is equipped with various level control switches which serve to control the rate at which <br /> extracted water is introduced into the treatment vessels,to provide safety shutoff capabilities and to <br /> ' allow coarser sediment to settle out prior to treatment <br /> The process pump, located directly behind the holding tank,passes extracted ground water from the <br /> holding tank to the treatment system The pump will be controlled by a PumpTec (or equivalent) <br /> controller, as well as additional electrode switches placed at various levels in the holding tank An <br /> ' emergency shut-off switch will be located immediately below the top of the holding tank, an <br /> intermediate pump-on switch will be placed approximately 8-inches below the emergency shut-off <br /> switch and activate the process pump, and intermediate pump-off switches will be utilized near the <br /> ' bottom of the holding tank to turn the process pump off <br /> The treatment stage consists of passing hydrocarbon-impacted ground water through a 2,000-pound <br /> ' granular Activated Carbon (GAC) adsorption vessels, the vessels are designed to adsorb TPH-g, <br /> TPH-d and BTEX compounds Sample ports will be located at the influent and effluent ends of each <br /> vessel to allow detection of potential media break through and to obtain final discharge samples The <br /> ' system layout is depicted in Figure 5 <br /> Electricity is readily available to the site Either a dedicated,Pacific Gas&Electric(PG&E)-installed <br /> ' electrical meter or a gasoline-powered electric generator will be connected directly to the ground <br /> water extraction system to provide power <br /> 4 3 3 Ground Water Treatment Monitoring and Maintenance Activities <br /> During ground water treatment, ground water influent and effluent of the treatment system, and <br /> �. operational parameters (ground water flow meters, fluid level sensors, total flow indicators)will be <br /> ' Advanced GeoEnvironmental,lac <br /> 1 <br />