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1 <br /> r <br /> 4 0 CONCLUSIONS AND RECOMMENDATIONS <br /> 1 <br /> The results of this investigation indicate that gasoline compounds have impacted soil and <br /> ' groundwater beneath the former USTs The nature of the gasoline in soil and groundwater <br /> appears to be relatively free of oxygenate compounds, except for 8 4 micrograms per liter (µg11) of <br /> DIPS in groundwater at MW-3 <br /> In soil, gasoline compounds were detected from 15 feet to the total drilling depth of 35 feet to the <br /> ' two borings (MW-1 and MW-2) adjacent to the former USTs Vertically, the extent of impacted <br /> soil is undefined Based on soil sample analytical results from Geoprobe borings G-1 and G-2, <br /> ' the lateral extent of impacted soil above 25 feet bgs appears to be limited to the vicinity of the <br /> former UST system The extent of impacted soil below 25 feet bgs appears to be more extensive <br /> and undefined, probably due to migration in groundwater <br /> In groundwater, significant concentrations of TPH-as-gasoline, BTEX compounds and 1,2-DCA <br /> were detected in the three monitoring wells in closest proximity to the former UST system The <br /> rplume impacted groundwater appears to be defined at MW-4 to the north-northeast of the former <br /> USTs Since the groundwater flow direction was calculated to be toward the east-southeast <br /> instead of north-northeast as expected, the downgradient extent of impacted groundwater is <br /> undefined <br /> Based on these conclusions, Ramage Environmental recommends that the tvee monitoring wells <br /> be monitored and sampled on a quarterly basis to confirm gasoline concentrations and <br /> ' groundwater flow and gradient characteristics The first quarterly groundwater monitoring event is <br /> scheduled for October 2002 If the flow direction remains toward the east-southeast, it may be <br /> necessary to install additional monitoring well(s) to define the downgradient extent of impacted <br /> groundwater <br /> r <br /> r <br /> r <br />� 1 <br /> 13 <br /> r <br /> i <br />