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im <br />E <br />June 12, 1996 <br />Mr. Alan Cregan <br />c/o Anne Beltran <br />The Twining Laboratories, Inc. <br />2527 Fresno Street <br />Fresno, CA 93721 <br />PROJECT: AUSTIN ROAD LANDFILL, TL# A68102.02 <br />SUBJECT: Hydraulic Conductivity on Cohesive Soil <br />.4378 Santa Fe Road <br />San Luis Obispo, CA 93401 <br />(805) 544-3276 <br />FAX (805) 544-1786 <br />File No.: NGT09389-01 <br />On May 16, 1996, three (3) soil samples were delivered to this office for testing. The samples were <br />contained in 6 inch tall brass sieves and tested for saturated hydraulic conductivity (ASTM D2434, <br />modified for cohesive soils) in an undisturbed condition. Following are the results of this test: <br />Hydraulic <br />Sample le I.D. Cmductivity, cm/sec <br />R-1 8.2 x 10-9 <br />R-2 6.0 x 10-9 <br />R-3 2.9 x 10-8 <br />We appreciate the opportunity to have provided services for this project and look forward to working <br />with you in the future. If there are any questions concerning this report, please do not hesitate to <br />contact the undersigned. <br />Sincerely, <br />ystems Consultants Northern California <br />E. aio <br />b ry Testing Manager <br />ler <br />Doc. No.: 9606-001.LAB <br />