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Mid-Barataria Sediment Diversion Draft 30% Deliverables
Executive Summary
Final Draft – Executive Summary Report
Alternative 1 Base Design, 30 percent Basis of Design
Appendix B: Navigation Ship Simulation
Appendix D: CTB Pump Station Outfall
Appendix E: Bridge Type Foundation
Appendix H: Probably Construction Cost
Civil Drawings
Vol. 1 – General Civil Sitework
Vol. 3 – Cheniere Traverse Bayou Pump Station
Vol. 4 – Roadway and Bridge Plans
Geotechnical Report
Geotechnical Report – 30% Basis of Design
Appendix B: Slope Stability Analysis
Appendix C: Settlement Memorandum
Geotechnical Data Report
Geotechnical Data Report for 30% Design – Draft with Appendices
Desktop Study Report of Existing Geotechnical Data
Geotechnical Baseline Report for 30% Design
Appendix A: Reference Information
Appendix B: Quality Control, Safety and Other Plans
Appendix C: Field Exploration – River
Appendix D: Field Exploration – Land
Appendix E: Field Exploration – Marsh
Appendix F: Laboratory Testing Results – River
Appendix G: Laboratory Testing Results – Land
Appendix H: Laboratory Testing Results – Marsh
Appendix I: Consolidation Test Data
Appendix J: Standard Penetration Test Hammer Calibration Results
Appendix K: Report Limitations and Guidelines for Use
Modeling Report
Mid-Barataria Sediment Diversion Report (Draft)
Value Engineering
Value Engineering Report – 30% Basis of Design
Appendix A: Opinion of Probable Construction Cost Memorandum
Appendix B: Geotechnical Evaluation of Retaining Wall Concepts Memorandum
Appendix C: Feasibility Evaluation of an Inverted Siphon Memorandum
Appendix D: Geotechnical Considerations
Independent Technical Review
Additional Resources