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' Libbey Owens Ford Co. <br /> Site Investigation <br /> August 12, 1996 <br /> Page-10- <br /> ' TABLE 2 <br /> LABORATORY RESULTS - GROUNDWATER <br /> Groundwater Analyses Constituent B T E X TEPH <br /> ' Detection Limit 3.0 µglL 3.0 tcg/L 3.0 µg/L 6.0µglL 0.5-5.0 mg/L <br /> Sample I.D. <br /> ' 1838-GPI-1213196 ND ND 45 87 2,100 BSL <br /> 1838-GP2-1213196 ND 2.1 2.9 43 18 DSL <br /> t <br /> 1838-61`3-1213196 ND 1.0 1.4 23 13 DSL <br /> 1838-GP7-1214196 4.8 0.4 1.4 6.5 ND <br /> 1838-GP8-1214196 ND ND ND ND 1.7 DSL <br /> ' 1838-GP9-1214196 ND ND ND ND 0.70 DSL <br /> 1838-GPEO-1214196 1.4 ND 1.1 1.7 5.5 DSL <br /> ' 1838-GPI1-1214/96 ND ND ND ND ND <br /> Emit Conversions: Chemical Analyses: <br /> t WL:parts per billion(ppb) 13,T,E,X =benzene,toluene,ethyl benzene, and xylene. <br /> mg/L:pans per million(ppm) TEPH =total extractable petroleum hydrocarbons, quantified as diesel,kerosene, and motor oil. <br /> ND=none detected at or above detection limit. <br /> 4.4 Geotechnical Testing Results <br /> ' Four (4) soil samples were retained for geotechnical testing (GPI-16, GP5-8, GP10-8, and <br /> GP10-15). The samples were tested for specific gravity by ASTM Method D-854, for organic carbon <br /> ' content by ASTM Method D-2974, and for permeability (triaxial) by ASTM Method D-5084. 1n <br /> addition, moisture content, porosity, and dry bulk density were determined in the permeability <br /> ' analysis. The results of the testing are contained in Table 3 below. The laboratory report sheets are <br /> located in Appendix D. <br /> 1 <br /> ' 4M� CONDOR <br />