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J1 <br /> 1 <br /> 1 <br />' CLEARWATER GROUP <br /> Natural Attenuation Processes and Recommended Monitoring Guidelines <br /> 1 <br /> The following document details the processes Involved to the natural attenuation of petroleum hydrocarbons in soil <br />' and groundwater and presents recommendations for monitoring and confirming these processes By confirming <br /> natural attenuation,a conceptual basis is provided for regulatory site closure <br /> Natural Attenuation Processes <br />' The predominant attenuation process is intrinsic biodegradation (aerobic and anaerobic) mediated by hydrocarbon <br /> degrading bacteria Other factors in natural attenuation Include physical and chemical processes such as <br /> volatilization, dispersion, sorption and hydrolysis Unless otherwise referenced, the following information was <br />' derived from McAllister and Chiang(1994) <br /> Aerobic de radatton <br /> In aerobic respiration, microbes utilize dissolved oxygen (DO) as an electron acceptor during hydrocarbon oxidation <br />' (degradation), producing carbon dioxide, water, and microbial biomass The electron acceptor is a substance that <br /> facilitates the reaction by taking up the electrons released by oxidation, the electron acceptor then becomes reduced <br /> during the process of biodegradation <br />' The aerobic process is the most Important form of biodegradation wherever DO concentrations exceed 1 to 2 mg/L <br /> Under hypoxic conditions (0 1 to 2 mg/L, DO), aerobic degradation may occur along the edges of the plume while <br /> anaerobic degradation predominates in the center of the plume <br />' Anaerobic degradation <br /> Microbes may also degrade hydrocarbons via anaerobic processes by utilizing alternate biochemical pathways when <br /> DO concentrations are Insufficient for aerobic degradation Anaerobic degradation is much slower than the aerobic <br /> process and not all BTEX compounds (benzene, toluene, ethylbenzene, and xylenes) are consistently degraded <br /> Some studies Indicate benzene is recalcitrant to anaerobic degradation while others have demonstrated limited <br /> degradation (Rlfai et al, 1995) Anaerobic degradation generally occurs in the center of the plume where DO has <br />' been depleted by aerobic degradation Research Into the efficacy of anaerobic processes is ongoing <br /> Anaerobic electron acceptors Include [in order of sequential use and decreasing redox potential (Eli)] <br />' nitrate(NO3), <br /> • oxides of ferric iron(Fe 3,), <br /> • sulfate(SO4 2+), <br />' water <br /> The associated biochemical processes are denitrification (or nitrate reduction),iron reduction, sulfate reduction, and <br /> methanogenesis Manganese (Mn 4+) may also function as an electron acceptor Nitrate and sulfate reduction do not <br />' degrade alkanes such as methane,propane, and butane <br /> Volatilization <br />' Dissolved plume mass can be reduced by volatilization of contaminants to the vapor phase in the unsaturated zone <br /> Normally volatilization is a negligible component of natural attenuation, however, it may contribute 5% or more of <br /> total mass loss to shallow (<15 feet), warm and/or fluctuating water table conditions in permeable soils (Rifat et al, <br /> 1995) <br />' Dispersion <br /> Mechanical/molecular mixing reduces dissolved concentrations substantially by lateral spread No dissolved <br /> contaminant mass is removed from the system by this process Dispersion (D) is generally modeled based on the <br /> I length of the plume (x) Conservative practice calls for dispersion In the downgradient direction (longitudinal <br /> dispersivity, Dx) to be modeled at 0 1 times the plume length Dispersion in the transverse direction (transverse <br />' CLEARWATER GROUP(NATURAL ATTENUATION) 1 revised October 3,2002 <br />