Laserfiche WebLink
_y <br /> F <br /> Woodward-Clyde Consultants <br /> i <br /> 3.0 <br /> RESULTS 1 <br /> 3.1 SOIL RESULTS <br /> �s - I <br /> 77he selected soil samples were analyzed for TPH (gasoline}, BTEX and total leaf <br /> 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 MR SOIL <br /> ET11YI TOTAL <br /> TPII EENZF-NE TOLtJEhE UNZENT XYLENES PIP <br /> MW-1 26.I-26.5 <0.5 <S <S <S <S 73 <br /> 51.1-51.4 <0.5 30 <5 <5 33 9.7 s <br /> ' 3 74.6-?5.0 <0.5 <5 <5 <5 <5 4.5 E <br /> .✓ <br /> MW-2 40.1-40.6 <0.5 GS <5 <5 <5 7.3 <br /> r�-e <br /> SO.b i1.0 <0.5 b <5 <S <S 7.6 <br /> 75.6-76.0 <0.5 <5 <5 <5 <5 3.9 <br /> ►w _ <br /> 1 ``.MW-3 41.1.41.5 <0.5 13 <5 <5 <br /> r 2l0 5.5 <br /> « 55.6-5G.a [0.5 76 <5 <5 42 5.3 <br /> 75.6-76.0 <0.5 <5 <5 <i s5 <br /> ,,. 2.6 <br /> 3.2 GROUNDWATER RESULTS <br /> i <br /> 3.2.1 Field Results <br /> Water quality parameters (pH, temperature and specific conductance) and depth to 1 <br /> �.. - groundwater were measured before the groundwater samples were collected. The re'sults of <br /> the field measurements are pr anted 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 /> ` <br /> ft/ft. No free proGct was observed in any of the three wells. <br /> 91CO239AAWORMARTW 10.09.9301.13 3.1 <br /> A <br />