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PROBLEM ASSESSMEWF REPOWT <br /> 4800 West Frontage Road Manteca Catdomia <br /> 5 2.3.1 Air Stripping <br /> Air stripping involves the removal of organic compounds by increasing the surface area <br /> of the processed groundwater and volatilizing organic compounds by mixing the water <br /> with blowing air The most common air-stripping design is counter-current, packed-tower <br /> aeration Other techniques include vacuum stripping, aspiration stripping, steam stripping, <br /> cascading, or water fail aeration, diffuser striping, and surface aeration To remove <br /> compounds that are volatile at higher than ambient groundwater temperature, the air <br /> stripping system can be designed to preheat the water or is used in conjunction with a <br /> secondary treatment or polisher system, such as activated carbon <br /> Prior to choosing this method of treatment, flow rates, contaminant types and <br /> concentrations, groundwater chemistry, permitting requirements, and space and power <br /> requirements must be considered <br /> The air containing organic compounds is typically discharged from the system The air <br /> discharge should be modeled and permitted where required Similarly, treatment of the <br /> air used to strip compounds from the water may be required by the permitting agencies <br />' 5 2 3.2 Bioremediation <br /> Extracted groundwater may also be treated by use of an aboveground bio-reactor Bio- <br /> reactors utilize natural or specialized bacteria to remove organic contaminants through <br /> aerobic and anaerobic consumption and digestion processes Digested organic <br />' compounds are converted to biomass and harmless by-products such as methane, <br /> carbon dioxide, and inorganic salts The bio-reactor design depends on contaminant <br /> concentration and type, flow rates, and groundwater chemistry Groundwater is pumped <br />' from the subsurface and enters a container that contains a sludge or film with a high <br /> microbe population that is exposed to the liquid The reactor capacity is large enough <br /> to allow both sufficient surface area for the introduction of the microbes into the <br /> groundwater and a sufficient residence time for the microbes to metabolize the organic <br /> compounds The water may be pre-treated to adjust the pH and temperature, and to <br /> Iremove inorganic materials that may clog the reactor system or harm the microbes <br /> 5.2.3 3 Ultraviolet Degradation <br /> Ultraviolet (UV) degradation involves pumping extracted water through a UV light source <br /> Two methods of destruction of organic compounds utilizing UV light have been <br /> developed The first method utilizes either a natural or introduced hydroxyl radical source <br /> and a UV energy source to destroy organic compounds The UV light source frees <br /> hydroxyl radicals, usually from hydrogen peroxide or ozone, which then react with the <br /> organic compound to form carbon dioxide and a secondary by-product The second <br /> method of UV light destruction involves utilizing a plasma type UV light source with a <br /> focused wavelength This focused energy is absorbed by the organic compound, <br /> 90-097A PAR 15 <br />