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TABLE OF CONTENTS LIST OF TABLES AND FIGURES 1 INTRODUCTION 1-1 2 SLOPE STABILITY DESIGN CRITERIA AND METHODOLOGY 2-1 2.1 General 2-1 2.2 Design Criteria 2-1 2.2.1 Static Design Criterion 2-1 2.2.2 Seismic Design Criterion 2-1 2.3 Method of Static Slope Stability Analysis 2-2 2.4 Method of Seismic Slope Stability Analysis 2-2 3 MATERIAL PARAMETERS FOR SLOPE STABILITY ANALYSES 3-1 3.1 Subsurface Conditions 3-1 3.2 Shear Strength of the Liner System 3-1 3.2.1 Liner Systems/Interfaces within Modules 1 and 3 3-1 3.2.2 Liner Systems/Interfaces within Module 4 and Future Modules*3-3 3.3 Waste Shear Strength Parameters* 3-4 4 SLOPE STABILITY ANALYSES FOR STATIC CONDITIONS 4-1 4.1 Slope Stability Cross Sections 4-1 4.2 Results of Static Slope Stability Analyses* 4-1 4.2.1 Global Slope Stability of Module 1* 4-1 4.2.2 Global Slope Stability of Module 3* 4-1 4.2.3 Global Slope Stability of Modules 4 though 11* 4-2 4.2.4 Interim Slope Stability of Future Modules* 4-2 5 SLOPE STABILITY ANALYSIS FOR SEISMIC CONDITIONS 5-1 5.1 Seismic Hazard Evaluation 5-1 5.2 Yield Acceleration Value* 5-1 5.3 Evaluation of the Potential for Permanent Displacement* 5-2 6 STRUCTURAL DESIGN OF LEACHATE COLLECTION PIPES 6-1 6.1 General 6-1 6.2 Check of Existing Pipes 6-1 6.2.1 Existing Leachate Pipes in Module 1 6-1 6.2.2 Existing Leachate Pipes in Module 3 6-2 6.2.3 Existing Leachate Pipes in Module 4 6-2 6.3 Design of Pipes for Future Modules 5 through 11 6-3 7 FLOW CAPACITY OF GEONET/GEOCOMPOSITE DRAINS 7-1 Geotechnical Analyses for NCRCSL Department of Public Works/Solid Waste Shaw Environmental, Inc. County of San Joaquin — December 12, 2007 1 * Removed 01/14/2010