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IJELAR CORE LABORATORIES Sequoia Analytical CL File No. 57111-96064 SA Project No. 's 9602H91, 9602H94, 9602F83 Geotechnical Analysis Results Sample Permeability Hydraulic Hydraulic Average Specific Effective Description ID Kair Conductivity Conductivity Moisture Retention Porosity Content and and cm/sec % % % SB-1-18 31* 7.0 X 10-3 5.98 X 10-9 19.8 99.1 0.25 Silt tan v clay SB-10-12 86* 4.4 X 10-3 3.81 X 10-9 13.0 98.3 0.38 Silt tan vfgr sd clay GP-2-38 26 1.04 3.88 X 10-7 21.1 85.4 5.40 Silt tan vfgr sd clay mica * Microfractures developed in samples upon drying resulting in elevated permeability to air. Permeability to air was determined as described in API RP-40, API Recommended Practice for Core-Analysis Procedure, 1960. Sample prep for RP-40 was performed on 6-March-1996, permeability testing took place on 13-March-1996. Hydraulic Conductivities were determined using ASTM D-5084 standard methods. Hydraulic conductivity measurement preparation was performed on 13-March-1996. Measurements were performed upon sample SB-1-18 on 14-March-1996, upon SB-10-12 on 15-March-1996, and upon GP-2-38 on 18-March-1996. Effective porosities were determined using ASTM D-425 standard methods. Testing was performed on 19-March-1996. The analyses opinions or Interpretations contained in this report aro based upon ebsen9bons end material supplied by the client for whom exctustve and coniidentisl use this report has been made The interpretations m opinions expressed represent the beet Judgment of Core Laboratories Core Lsbomlories however assumes no responsibility and makes no warranty of representations express or Implied as to rite produclwy proper operations or proleableness of any ori ties coal ca other mineral properly wall Of send In connection ewth which such report is used or relied upon for any reason whetsaevef This report shall not be reproduced excepl In Its entirety without the written approval of Core Laboretorles ' r