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TABLE 4-1 <br /> SOIL BORINGS <br /> HYDRAULIC CONDUCTIVITY <br /> FOOTHILL LANDFILL <br /> B-3 B-3 B-3 B-3 B4 B-4 B-4 B-4 B4 <br /> Date Sampled 05/09/89 05/09/89 05/09/89 05/09/89 05/10/89 05/10/89 05/10/89 05/10/89 05/10/89 <br /> Footnotes 1 2 3 4 5 6 7 8 9 <br /> Sample ID# 22736 22738 22740 22746 22751 22752 22755 22760 22761 <br /> Sample Depth 9.0 28.0 38.0 80.0 19.0 24.0 38.5 70.0 80.0 <br /> Geotechnical Analvsis Results Results Results Results Results Results Results Results Results Units <br /> Hydraulic Conductivity 0.41 550 180 390 3.7 0.26 1.3 190 360 10-5 cps <br /> Footnotes: 1.Geotechnical Analysis:Brown sand.Silty clay(CL). <br /> 2.Geotechnical Analysis:Frozen.Brown sand(SP). <br /> 3.Geotechnical Analysis:Rigid wall.Silt and clay.Brown silty sand.Frozen. <br /> 4.Geotechnical Analysis:Frozen.Dark grey clean sand. <br /> 5.Geotechnical Analysis:Brown sandy,clayey silt ML . <br /> 6.Geotechnical Analysis:Brown sandy,clayey silt�ML . <br /> 7.Geotechnical Analysis:Brown sandy,clayey silt. <br /> 8.Geotechnical Analysis:Rigid wall.Brown sandy silt.Sample needed to be tested in the(sample)tube due to lack of enough cohesion for a <br /> flexible membrane. <br /> 9.Geotechnical Analysis:Rigid wall.Brown silty sand. PAP <br /> cps-Centimeters per second. <br /> FT-90-10 <br /> M <br /> Z <br /> M <br /> M <br /> r <br /> M <br />