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. MON, <br /> r <br /> Consuftants <br /> �.a <br /> RESULTS <br /> 3.1 QUARTERLY GROUNDWATER MONITORING - <br /> 3.1.1 Water Levels, Groundwater Flow Direction • . <br /> - The groundwater level elevations measured t-y W00 on December 31, 1991 are summarized <br /> in Table 3. A groundwater clevation map for these data is presented as Figure 2. On <br /> December 31, I991, the groundwater surface elevation ranged from -56,19 feet in <br /> monitoring well MW-3 to-56 14 feet in monitoring wells MW-1 and MW-2. <br /> r. <br /> ���dwa�ar�flovr, t`t tS'fxri w..�o <br /> f <br /> 3.1.2 Analytical Results <br /> Groundwater samples from monitoring wells MW-1 through MW-3 were analyzed for TPH . <br /> gasoline by EPA method 5030, BTEX by EPA method 8020, total lead by EPA method <br /> 7420,and total coliform by Standard Method 9921. The laboratory results are presented in <br /> Appendix B. These results m summarized in Table 2. TFH and benzene concentration E <br /> maps are presented on Figures 3 and 4, respectively. <br /> The`analytical`results, for ethyl benzene and total lead were below the detection limit of the <br /> analysis in all three monitoring wells. The December 31, 1991 results indicate that dissolved <br /> phase hydrocarbons are present in the groundwater beneath the site. As shown in Table 2, <br /> the highest concentrations were detected in monitoring well MW-2 (TFH at 4.1 mg/L; <br /> benzene at 1903 yg/L; toluene at 8.7 ug/L:and total xylenes at 180 lcgll). 1 <br /> •.. The analytical results for total coliform were 2 MPNImI for MW-1, 27 MPN/ml for MW-2, 3 <br /> of 17 MPN/mi for MW-3. Sampling results from the August 20, 1991 investigation reported <br /> total and fecal coliform values`for MW-1 of 17 MPN/ml (total) and <2 MPN/ml (fecal), <br /> for MW-2 the respective values were 80 MPN/mi total and 2 MPN/ <br /> m1 <br /> (total) fecal <br /> and for <br /> + o <br /> MW-3 the respective values were y0 MPNIml (total)and 6 MPN/ml (fecal). <br /> ImG, 91!' 3IVMAJ0RMART.QR"02-20-92 3-1 <br /> .n. <br /> s - <br />