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Table 2 Groundwater Chemical Data <br /> Well Date TPHD Benzene Toluene Ethylbenzene Xylene MTBE <br /> NoSampled -----------------------------ug/l ------------------------------- <br /> MW-1 3/28/96 ND ND ND ND ND NA <br /> MW-1 6/27/96 280 0 7 0 6 2 4 91 NA <br /> MW-1 12/19/96 ND ND ND ND ND ND <br /> MW-1 3/10/97 ND ND ND ND ND ND <br /> MW-1 6/30/97 ND ND ND ND ND ND <br /> MW-2 3/28/96 12,000 80 5 0 7 7 20 NA <br /> MW-2 6/27196 4,900 72 48 21 25 NA <br /> MW-2 12/19/96 4,400 99 8 6 25 26 ND <br /> MW-2 3/10/97 4,000 5 5 21 13 12 ND <br /> MW-2 6/30/97 3,500 39 1 3 11 15 ND <br /> MW-3 3/28/96 2,500 21 12 12 24 NA <br /> MW-3 6/27/96 3,100 13 7 0 8 7 19 NA <br /> MW-3 12/19/96 2,900 12 8 4 81 16 ND <br /> MW-3 3/10/97 1,500 10 3 9 5 0 91 ND <br /> MW-3 6/30197 970 2 7 0 6 4 2 6 2 ND <br /> Blank 7/1/97 ND ND ND ND ND ND <br /> • ND - None detected NA - Not Analyzed ug/l - micrograms per liter <br /> Discussion <br /> A relatively moderate to slaw groundwater movement is inferred from the groundwater <br /> measurement data Overall site shallow groundwater movement is north-northeasterly and the <br /> flow direction is consistent with historically observed trends Concentrations of TPHD were <br /> observed in the Wells MW-2 and MW-3 declined slightly and contaminants were not observed <br /> in MW-1 In our opinion, these represent highly degraded fuel and fluctuating concentrations of <br /> contaminants will continue to show an overall declining trend <br /> Monitoring Schedule <br /> The continuation of the quarterly groundwater monitoring program is recommended for this <br /> site <br /> Limitations <br /> This report has been prepared for the specifically for the Mr Ed's Muffler Site at 595 E 1 1 th <br /> Street in Tracy, and was done according to the current State and local agency suggested guidance <br /> documents for these investigations The interpretations, conclusions and recommendations made <br /> IS <br /> herein are based on the data and analysis for the soil and water samples collected on-site and <br /> Page 3 <br />