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J r <br /> 04 March 1996 <br /> AGE-NC Protect No 95-0144 - <br /> Page 15 of 18 <br /> ' 7 2 GROUND WATER EXTRACTION <br /> 7 2 1 BASIC PRINCIPLES <br /> There are several different methods for treatment of extracted ground water;which are collectively <br /> ' called "pump and,treat" As the name indicates, all methods involve extraction and transfer of y <br /> contaminated ground water from the aquifer to an above-ground treatment or disposal/recycling <br /> facility The extraction is performed using an automatic pump system to maintain capture <br /> characteristics in the aquifer and assure process requirements are maintained After treatment, the <br /> water is usually discharged into a storm drain or sanitary sewer A waste discharge permit is usually <br /> required for discharge <br /> 7 2 2 TREATMENT METHODS <br /> Two of the most common methods of water treatment are air stripping and carbon adsorption Air <br /> stripping involves removal of volatile organic compounds ft om ground water by promoting the <br /> transfer of contaminants from the dissolved phase to the �apor phase Carbon adsorption utilizes <br /> granular activated carbon to simply"filter" organic compounds out of ground water <br /> ' A third, but less common method of above-ground treatment of water is bioremediation For this <br /> method, contaminated ground water is "treated" by adding hydrocarbon-degrading microbes or by <br /> augmenting natural hydrocarbon degradation activities by the introduction of nutrients <br /> ' 7'2 3 FEASIBILITY TESTING <br /> Thee e are several disadvantages to "pump and treat methods" Z he most pronounced disadvantages <br /> ' include 1) extended cleanup periods, resulting in elevated total costs although the maintenance of <br /> this method is relatively cost-effective and 2) regulatory cleanup goals are rarely attainable, mostly <br /> due to recurring hydrocarbons in subsequent sampling events Ground water extraction is generally <br /> ' not a desirable method for remediation No aquifer testing has been performed at the site However, <br /> sands are present from approximately 5 feet above to 13 feet below ground water surface <br /> 7 2 4 DURATION <br /> ' Experience has shown that all systems involving ground water extraction require much more tine <br /> than would be anticipated from aquifer tests and calculations-of ground water discharge rates, and <br /> seldom achieve regulatory goals for ground water clean-up Systems typically, operate for several <br /> years During this time, pumps and other equipment may need replacement several times,The primary <br /> P <br />