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AliS G <br /> s 10 <br /> ` 2.4 Extent of Hydrocarbon Impacted Groundwater <br /> lved in <br /> The distribution of total petroleum hydrocarbons-as-gasoline (rPH G f the and plumes anzene lreooughly <br /> groundwater are illustrated in Figures 7 and 8,respev.ively. The lateral extentP <br /> conceni;ic around the location of the former underground gasoline tank,as expected from the low(0.001) <br /> hydraulic gradient observed at the site. The highest dissolved petroleum hydrocarbon entr tions <br /> were detected in on-site wells. The TPH-G concentration decreases about 730 pp per <br /> foot <br /> awaIf e former i inc;arground tank. The entire TPH-G plume,to its zero line,has a radius of approximately 100 <br /> - - feet. <br /> The vertical concentration gradient is also steep. MW-21 screened in the upper sand zone, <br /> b TPH-G and 28,000 b benzene on June 12, 1990. MW-7, <br /> contained 73,000 parts ��r billion (pp ) pp <br /> adjacent to MW-2 and screened in the lower sand zone,had 11,000 ppb TPH-G and 2,600 ppb benzene <br /> on Ja, :12,1990. }-fence,hydrocarbon concentrations are approximately an order of magnitude greater <br /> in the upper sand zone than that' are in the lower sand zone. The only groundwater samples in which <br /> organic lead and EDB were detected came from MW-2Y MW-5,and MW-7. <br /> The maximum concentrations <br /> to Maximum Contaminant <br /> were detected in Ml and were 200 ppb lead and 53 ppb EDB compared <br /> Levels(MCL)of 5o ppb and 0.02 ppb respectively. The extent of hydrocarbon impacted groundwater has <br /> been defined in the PAR investigation and through subsequent sampling. <br /> Separate-phase petroleum has been measured in monitoring wells MW 1,MW-2, MW 3, hiW 4, <br /> MW-5, and MW-6, with a maximum of 2.97 feel measured in MW-2 <br /> a e ha�petroleum has beeneremoved <br /> 250-gallon product storage tank was installed on site,and sep p <br /> with a hand bailer since that time. <br /> , <br /> 3.0 REMEDIATION SYSTEM DESIGN <br /> 3.1 Overview <br /> The PAR defined the extent of hydrocarbon impacted Solt and groundwater,some of the hydraulic <br /> properties of the subsurface materials, and evaluated remedial technologies. To develop a final design <br /> for the remediation system, Groundwater Technology conducted s fail vapor <br /> matixandlohe ilot to su st o <br /> determine the pneumatic characteristics of the unsaturated zone <br /> ro <br /> hydrocarbon concentration in the extracted soil vapor. Collection of these data allows complete design <br /> of the vapor extraction and treatment system, and provides necessary information to obtain an air <br /> discharge permit. <br /> r.__ Review of the.aquifer.characteristics and groundwater quality data collected for the PAR are used <br /> to design a groundwater extraction and treatment system. Final design and per.mittfng will-require <br /> performing an aquifer test to verify the design parameters. Initially,one 12-inch diameter groundwater <br /> GROUNDWATER <br /> TECHNOLOGY,INC. <br />