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• <br /> Table 1. Monitoring Wells Groundwater Data <br /> Well No Date Well Depth to Casing Water Floating <br /> Sampled Depth (ft) Water (ft) Elev ft# Elev ft Product <br /> MW-1 12/26/95 1700 870 4940 4070 done <br /> MW-1 3/28/96 1687 823 ----- 41 17 None <br /> MW-1 6/27/96 1688 884 ----- 4056 None <br /> MW-2 12/26/95 1874 955 5052 4097 None <br /> MW-2 3/28/96 1863 901 ----- 41 51 None <br /> MW-2 6/27/96 1865 958 ----- 4094 None <br /> MW-3 12/26/95 1667 905 4978 4073 None <br /> MW-3 3/28/96 1663 861 ----- 41 17 None <br /> MW-3 6/27/96 1663 922 ----- 4056 None <br /> Groundwater Gradient <br /> Groundwater elevation contours were plotted from the measurements, plotted to a known datum <br /> The groundwater flow direction was toward the north-northwest at sampling time A flow <br />• gradient of 0 0063 was calculated Observed groundwater flow components typically vary <br /> from north-northeasterly to north-northwesterly <br /> Chemical Analysis and Results <br /> Priority Environmental Labs Inc tested the groundwater samples using EPA Methods 5030/ <br /> 8015 and 602 for Total Petroleum Hydrocarbons as Gasoline (TPHG), Benzene, Toluene, <br /> Ethylbenzene and Xylene (BTEX) The analytical results of the groundwater samples are listed <br /> below in Table 1 and complied in Table 2 <br /> Table 2. Groundwater Chemical Data, June 27, 1996 <br /> Well No Date TPHG B T E X <br /> ----------------------- all ------ ug/I ----------------------- <br /> MW-1 6/27/96 28,000 110 39 80 130 <br /> MW-2 6/27/96 ND ND ND ND ND <br /> MW-3 6/27/96 ND ND ND ND ND <br /> ND- None detected ug/l - micrograms per liter <br />• M & M Automotive Project No 4100-QM Page 2 <br />