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TABLE 1 <br /> PERMEABILITY TEST REPORT <br /> Client Name: American Geological Services, Inc. Project No. 99-120 <br /> Project Name: Manuel Da Silva Test Type: ASTM D5084 <br /> Source: Date: 2-10-98 <br /> Sample Identification: MDS-1 MDS-1 <br /> 25.0' 30.0' <br /> Initial: <br /> Moisture Content(%): 31.4 33.7 <br /> Dry Density (pcf): 84.1 86.8 <br /> Saturation (%): 86.7 95.9 <br /> Porosity : 0.4879 0.4889 <br /> Final: <br /> Moisture Content (%): 34.3 34.9 <br /> Dry Density (pcf): 86.3 87.2 <br /> Saturation (%)': 99.9 100.1 <br /> Porosity : 0.4744 0.4865 <br /> Test Results: <br /> "B" Parameter: .98 .96 <br /> Hydraulic Conductivity(cm/sec): 1.2E-5 1.2E-6 <br /> Effective Consolidation Pressure <br /> (PSI) 2 2 <br /> Average Gradient: 0.4-5.7 1.7-13.4 <br /> ' Specific gravity was adjusted to yield values of after-test saturation at or near 100%. <br /> F � � � 2 <br />