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• 11 April 2003 <br /> AGE-NC Project No 01-0865 <br /> Page 7 of 9 <br /> vadose zone The steep gradient caused by the slough and levee{0 23 ft/ft on Figure 4 of the Condor- <br /> prepared Quarterly Ground Water Monitoring Report,dated 03 May 2001)transported the dissolved <br /> MTBE eastward to the area east of the ASTs, where Condor's and AGE's ground water maps <br /> illustrate gradients ranging from 0 02 to 0 07 ft/ft between MW4 and MW2 This Interpretation is <br /> consistent with the following site history- <br /> • The USTs were utilized up to circa 1991,well into the age of MTBE usage in gasoline, <br /> • The highest petroleum-hydrocarbon impacts to soil are at the former UST location, <br /> • There have been no documented releases of fuels from the current AST system, <br /> • There have been no repairs of the AST system since inception of use, and <br /> • MTBE-free fuels have been utilized at the site for the last few years <br /> Contaminants that have migrated to the flat land, where hydraulic gradients are low,would tend to <br /> be trapped there,mainly in the peat zone,where porosities are very high,but average permeabilities <br /> are very low <br /> 5.0. SUNEM ARY AND CONCLUSIONS <br /> Based upon data collected dunng this subsurface investigation, AGE concludes the following <br /> • The levee material consisted of a dry, brown, poorly-sorted coarse-grained sand underlain <br /> by dry to moist,tan to dark brown silty sand with gravel Below approximately 18 feet bsg, <br /> the soil beneath the levee and the flat land east of the level consisted of an approximately <br /> 15-foot thick, saturated black peat, underlain by an approximately 10 feet of moist to <br /> saturated,olive green,well-sorted to silty fine sand Underlying the sandy layer was a 2-foot <br /> section of dry to moist, olive green silty clay, followed by a basal silt to the total depth of <br /> 26 feet bsg in deepest boring B13 <br /> • The high porosity but low hydraulic conductivity of the peat layer suggests that the peat may <br /> retard downward-migrating contaminants at the UST location, absorbing much of the <br /> contaminants on the upper surface of the layer Differential ground water flow at the top of <br /> the peat layer,under a steep hydraulic gradient,may flush out and transport the contaminants <br /> down-gradient, however, lateral contaminant migration within the peat layer may be slow <br /> due to the low hydraulic conductivity <br /> • The moderate to high nutrient concentrations and moderate to high bioenumerations in the <br /> peat suggest that petroleum hydrocarbon compounds will potentially decrease over time via <br /> natural attenuation <br /> Advanced Geoltnvtronmental,Inc <br />