EXH1182045402

PCHBPollution Control Hearings Board of the State of Washington

Subgrade Improvement will be Needed for all Three Walls 2 Subgrade Improvement Alternatives 2 Special Embankment Fill is Required Below the MSE Walls 3 SUBGRADE IMPROVEMENTS NEEDED FOR STABILITY 4 WALL SETTLEMENTS WITH AND WITHOUT SUBGRADE IMPROVEMENTS 8 RECOMMENDED SUBGRADE IMPROVEMENT ALTERNATIVES 9 Overexcavation and Replacement with Structural Fill 9 Use of Stone Columns for Ground Improvement 1o THE USE OF THIS REPORT 12 FIGURES Vicinity Map Subgrade Improvement and Groundwater Control Plan North Safety Area Subgrade Improvement and Groundwater Control Plan West MSEWall Subgrade Improvement and Groundwater Control Plan South MSEWall Extent of Subgrade Improvement to Mitigate Liquefaction for a West Wall Section Fill Reinforcement to Mitigate Potential Failure Surface for a West Wall Section Stone Column Installation for Subgrade Improvement APPENDIX A STABILITY ANALYSES - DESIGN ASSUMPTIONS, CRITERIA, METHODS, AND INPUT SOIL PARAMETERS A-1 Design Assumptions A-1 Stability Criteria A-2 Methods Used in Analyses A-3 Input Soil Parameters A-4 AR 045403 Hart Crowser Page i J-4978-22 CONTENTS (Continued) Page TABLE A-I Summary of Input Soil Parameters A-4 APPENDIX B MSE WALL CROSS-SECTIONS B-] FIGURES B-1 North Safety Area MSE Wall, Section 101 + 20 B-2 North Safety Area MSE Wall, Cross Section 103 + 20 B-3 North Safetv Area MSE Wall, Section 105 + 20 B-4 North Safety Area MSE Wall, Section 107 + 19 B-5 North Safety Area MSE Wall, Section 110 + 47 B-6 North Safety Area MSE Wall, Section 114 + 10 B-7 West MSE Wall, Section 173 + 65 B-8 West MSE Wall, Section…
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