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Table 3 <br /> PERMEABILITY TEST RESULTS <br /> Test Test Depth Interval Permeability <br /> Location Typel (feet) Materials (cm/sec) <br /> G-1 S 130 to 160 Sand 9 x 10-3 <br /> P-1 L-R2 5 to 9-1/2 Silt l x 10-6 to 3 x 10-8 <br /> P-2 L-R2 0 to 4 Clay 1 x 10-8 to 2 x 10-8 <br /> P-2 P 30 to 40 Interbedded silt and sand 3 x 10-7 <br /> P-3 P 50 to 60 Interbedded silt and clay 2 x 10-7 <br /> B-1 L 40 Silty sand 8 x 10-6 <br /> B-2 0 30 Silty sand 1 x 10-4 <br /> B-4 0 35 Silty sand 2 x 10-4 <br /> 1 0 30 Clay 2 x 10-7 <br /> 3 0 30 Very clayey fine sand 2 x 10-8 <br /> 10 0 40 Silty fine sand 4 x 10-7 <br /> 1 . Test type: P = Permeameter, L-R = Laboratory (remolded)2, L = Laboratory (undisturbed) , S = Slug (see Appendix E for <br /> details of in situ tests and Appendix G for laboratory tests) <br /> 2. Remolded permeability values. Soil samples were remolded at 95 percent of their optimum dry density at moisture con- <br /> tents ranging from optimum +2 percent to optimum +4 percent. <br /> 3. J.H. Kleinfelder and Associates report that these higher permeability values may be the result of partially fractured <br /> samples due to the high number of blow counts required to drive the sampler into these materials. <br /> 4. Samples from J.H. Kleinfelder and Associates (1980x) investigation of adjacent Arizcuren property. <br /> PJ9 9390206.00D <br />