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LAB 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 % Y 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 irderpretations conlamed In this report are based upon observations and material supplied by the chant for whose exclusive and conlidenbal use this report has been made The mterprelatrons or opinms expressed represent the bast Wgmenl of Gore Laboratories Core Leboratnnas however assumes no responsibility and mattes no wamanty or representallons express or Implied as to the productivity proper oporatmns a prolxableness of any dl gas coal or other mineral property well or sand in connection with which such report Is used or relied norm lar any reason whatsoever This report shell not be reprodwed except In Its entirety.Mhoul the wraten approval of Caa Lebomtones