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Boring <br />Identification <br />B-11 <br />am <br />B-13 <br />ME <br />TW -1 <br />Sampl e <br />Depth <br />(Feet) <br />30 <br />40 <br />50 <br />30 <br />40 <br />50 <br />30 <br />40 <br />50 <br />30 <br />40 <br />50 <br />30 <br />40 <br />50 <br />10 <br />30 <br />40 <br />50 <br />137 <br />TABLE 3 (Continued) <br />Permeabii y <br />(cm/sec) 3 <br />(2) <br />(2) <br />(2)- <br />(2) <br />(2) <br />(2) <br />(2) <br />(2) <br />(2) <br />(2) <br />(2) <br />(2) <br />(2) <br />(2) <br />(2) <br />4.2 x 10-3 <br />(2) <br />(2) <br />6.3 x 1 8 <br />0 <br />(2) <br />Cl ass ification(1) <br />SM <br />SM <br />SM <br />SM <br />ML <br />ML <br />SM <br />CL <br />CL <br />SM <br />SM <br />ML <br />SM <br />SM <br />SM <br />SM <br />CL <br />ML <br />SM <br />CL <br />Remarks <br />Partially cemented <br />Dense <br />Dense <br />Partially cemented <br />Partially cemented <br />Partially cemented <br />Cemented <br />Partially cemented <br />Partially cemented <br />Partially cemented <br />Partially cemented <br />Partially cemented <br />Dense <br />Dense <br />Dense <br />Hard <br />Water Table <br />SOURCE: J. H. Kleinfelder and Associates, Preliminary Geotechnical Investigation <br />NOTES: <br />(1) Unified Soil Classification System <br />(2) Permeability data not in Kleinfelder report <br />(3) Permeability of 1x10`7 or slower are considered suitable for liner <br />material as long as material is at least one foot thick <br />eF <br />