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. Table 1 , continued <br /> Date/ <br /> Well Depth to TPH-D TPH-G rB T E X <br /> Number Water (ppb) ( ppb) (ppb) <br /> ------------------------- ---------------------------------- <br /> 12/ 2/ 93 <br /> MW-1 7 20 ft N D 170 110 3 55 45 <br /> MW-2 6 85 ft N D 100 26 7 5 3 <br /> MW-3 6 40 ft N D N D N D N D N D N D <br /> _----------------------------___-_-------------------__------- <br /> Method <br /> Detection 50 50 0 2 0 2 0 2 0 6 <br /> Limit <br /> ------------------------- ---------------------------------- <br /> *Although not required by PHS/EHD , analyses were also <br /> performed for Total Oil and Grease (TOG) on the samples <br /> acquired on August 16-18 , 1993 using SM 5520 B&F All <br /> samples were free of detectable concentrations of TOG <br /> TPH-D Total Petroleum Hydrocarbons as Diesel <br /> TPH-G Total Petroleum Hydrocarbons as Gasoline <br /> . BTEX Benzene , toluene , ethylbenzene , total xylenes <br /> ppb Parts per billion <br /> N D Not detected <br /> SUMMARY OF OTHER ENVIRONMENTAL ACTIVITIES PERFORMED DURING <br /> THE PAST QUARTER <br /> Proposals for additional assessment activities have been <br /> submitted to PHS/EHD Copies of the proposal have also <br /> been forwarded to the Central Valley Regional Water Quality <br /> Control Board and the City of Tracy ( from which an <br /> encroachment permit has been requested for advancing soil <br /> borings along Grant Line Road) Underground Service Alert <br /> has been advised of the proposed drilling and has marked <br /> the area in question <br /> The direction of groundwater flow and hydraulic gradient <br /> have been calculated for both the August 16-18 , 1993 and <br /> December , 1993 sampling events During August , groundwater <br /> flowed N-22o-E at 0 0049 ft/ft On December 2 , 1993 , <br /> groundwater was flowing N-23o-E at 0 006 ft/ft Infor- <br /> mation regarding the methodology used to determine the <br /> direction of flow and hydraulic gradient is presented in <br /> Appendix B <br /> Page 4 <br />