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Table 8-1 <br />PERMEABILITY TEST RESULTS <br />Test Test Depth Interval Permeability <br />Location Type1 (feet) Materials (cm/sec) <br />W <br />S <br />130 to 160 <br />P <br />30 to 40 <br />P <br />50 to 60 <br />L -R2 <br />5 to 9-1/2 <br />L -R2 0 to 4 <br />B-1 <br />L <br />40 <br />B-2 <br />L3 <br />30 <br />B-4 <br />L3 <br />35 <br />1 <br />L4 <br />30 <br />3 <br />L4 <br />30 <br />10 <br />L4 <br />40 <br />Sand <br />Interbedded silt <br />and sand <br />Interbedded silt <br />Silt <br />Clay <br />Silty sand <br />Silty sand <br />Silty sand <br />Clay <br />Very clayey <br />fine sand <br />Silty fine sand <br />9 x 10-3 <br />3 x 10-7 <br />2 x 10-7 <br />1 x 10-6 <br />to <br />2 x 10-8 <br />1 x 10-6 <br />to <br />2 x 10-8 <br />8 x 10-6 <br />1 x 10-4 <br />1 x 10-4 <br />2 x 10-7 <br />2 x 10-8 <br />4 x 10-, <br />1. Test type: P = Permeameter, L -R = Laboratory (remolded)2, L = Laboratory <br />(undisturbed), S = Slug <br />2. Remolded permeability values. Soil samples were remolded at 95 percent of <br />their maximum dry density at moisture contents ranging from optimum <br />+2 percent to optimum +4 percent. <br />3. J. H. Kleinfelder and Associates report that these higher permeability values <br />may be the result of partially fractured samples because of the high number of <br />blow counts required to drive the sampler into these materials. <br />4. Samples from J. H. Kleinfelder and Associates (19080x) investigation adjacent <br />to Arizcuren property. <br />Source: EMCON Associates, 1987 <br />PJ9 9390219A.00W 38 Rev. 0 July 19, 1989 <br />