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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 <br />S <br />130 to <br />160 <br />Sand <br />P-1 <br />L -R2 <br />5 to 9-1/2 <br />Silt <br />P-2 <br />L -R2 <br />0 to <br />4 <br />Clay <br />P-2 <br />P <br />30 to <br />40 <br />Interbedded silt and sand <br />P-3 <br />P <br />50 to <br />60 <br />Interbedded silt and clay <br />B-1 <br />L <br />40 <br />Silty sand <br />B-2 <br />0 <br />30 <br />Silty sand <br />B-4 <br />0 <br />35 <br />Silty sand <br />1 <br />0 <br />30 <br />Clay <br />3 <br />0 <br />30 <br />Very clayey fine sand <br />10 <br />0 <br />40 <br />Silty fine sand <br />9 x 10-3 <br />1 x 10-6 to 3 x 10-8 <br />1 x 10-8 to 2 x 10-8 <br />3 x 10-7 <br />2 x 10-7 <br />8 x 10-6 <br />1 x 10-4 <br />2 x 10-4 <br />2 x 10-7 <br />2 x 10-8 <br />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.N. 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 (1980a) investigation of adjacent Arizcuren property. <br />PJ9 9390206.00D <br />