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Woodward-Clyde Consultants <br /> 3.0 <br /> RESULTS <br /> 3.1 SOIL RESULTS <br /> The selected soil samples were analyzed for TPH (gasoline), BTEX and total lead The <br /> analytical results for the soil samples are summarized in Table 2 The analytical reports are <br /> presented in Appendix C <br /> TABLE 2 ANALYTICAL RESULTS FOR SOIL <br /> ETHYL TOTAL <br /> TPH BENZENE TOLUENE BENZENE XYLENES Pb <br /> (mSfkB) 44ft) (1+81k8) (K81k8) Wft) (mg1kg) <br /> M <br /> W-126 1-265 <05 <5 <5 <5 CS 7 3 <br /> 51 1-51 4 <05 30 <5 <5 33 97 <br /> 74 6-75 0 <05 <5 <5 <5 <5 45 <br /> 40 1-40 6 <05 <5 <5 <5 <5 73 <br /> 506-51 0 <05 6 <5 <5 <5 76 <br /> 75 6-76 0 <05 <5 <5 <5 <5 3 8 <br /> 41 1A1 5 <05 13 <5 <5 270 55 <br /> 55 6-56 0 <05 76 <5 <5 42 53 <br /> 75 6-76 0 <05 <5 <5 <5 <5 29 <br /> 3.2 GROUNDWATER RESULTS <br /> 3.2.1 Field Results <br /> Water quality parameters (pH, temperature and specific conductance) and depth to <br /> groundwater were measured before the groundwater samples were collected The results of <br /> the field measurements are presented in Appendix B The groundwater level measurements <br /> collected by WCC on August 20, 1991 are shown on Figure 2 The local groundwater <br /> gradient direction based on these measurements Is to the northeast with a gradient of 0 0009 <br /> ft/ft No free product was observed in any of the three wells <br /> 91CO239A IMAIORMART WP 10-09-91/FMF- 3--1 <br />