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The Draft Environmental Impact Report/Environmental Impact Statement (EIR/EIS) for the Freeport Project was available for public review from Aug. 8, 2003, through Dec. 15, 2003. FRWA published a Final EIR, including responses to comments, in March 2004.

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Volume 1. Draft EIR/EIS | Volume 2. Appendices | Volume 3. Modeling Technical Appendix

Volume 2: Appendices to the Draft Environmental Impact Report/Environmental Impact Statement

• Complete file (22 m)
• Cover/Title/Table of Contents (451 k)
• Appendix A. East Bay Municipal Utility District Water Supply Reliability (821 k)
• Appendix B. Alternatives Screening Report for the Freeport Regional Water Project
• Title/Table of Contents/Acronyms and Abbreviations (85 k)
• Chapter 1. Introduction (645 k)
• Chapter 2. Project Purpose and Need (30 k)
• Chapter 3. Methodology Used in the Alternatives Analysis (490 k)
• Chapter 4. Assumptions Used in Developing Screening Criteria (595 k)
• Chapter 5. Development of Screening Criteria (35 k)
• Chapter 6. Project Alternatives and First-Stage Evaluation Results (110 k)
• Chapter 7. Second-Stage Evaluation Results (135 k)
• Chapter 8. Third-Stage Evaluation Results (This chapter will be published with the Final Environmental Impact Statement/Environmental Impact Report.)
• Chapter 9. Mitigation for Least Environmentally Damaging Practicable Alternative (This chapter will be published with the Final Environmental Impact Statement/Environmental Impact Report.)
• Chapter 10. Cited References (10 k)
• Attachment 1. Current East Bay Municipal Utility District and Sacramento County Water Agency Water Quality Information (4.1 MB)
• Attachment 2. Major Issue Response regarding San Joaquin County Conjunctive Storage from the 2000 EIR/EIS for the East Bay Municipal Utility District Supplemental Supply Project (3.5 MB)
• Attachment 3. Summary of Delta Water Quality Issues (730 k)
• Appendix C. Background Information on Acoustics (45 k)
• Appendix D. Hydraulic Modeling Report (70 k)
• Figure 1. Project Location (510 k)
• Figure 2. Finite Element Mesh used in 2-Dimensional Hydraulic Model (236 k)
• Figure 3. Change in Water Surface Elevation for 111,100 cfs Design Flow with the Proposed Freeport Intake Structure (214 k)
• Figure 4. Change in Water Surface Elevation for 150,100 cfs Worst Case with the Proposed Freeport Intake Structure (214 k)
• Figure 5. Existing 111,100 cfs Design Flow Velocity Distribution at the Proposed Freeport Intake Structure (230 k)
• Figure 6. With Project 111,100 cfs Design Flow Velocity Distribution at the Proposed Freeport Intake Structure (1.3 MB)
• Figure 7. Change in 111,100 cfs Design Flow Velocity Distribution with the Proposed Freeport Intake Structure (710 k)
• Figure 8. Existing 150,100 cfs Worst Case Velocity Distribution at the Proposed Freeport Intake Structure (1.3 MB)
• Figure 9. With Project 150,100 cfs Worst Case Velocity Distribution at the Proposed Freeport Intake Structure (1.3 MB)
• Figure 10. Change in 150,100 cfs Worst Case Velocity Distribution with the Proposed Freeport Intake Structure (740 k)
• Figure 11. Photographs of River Bank (565 k)
• Figure 12. Cross Sections in the Area of Potential Bank Erosion Concerns Downstream of the Proposed Freeport Intake Structure (825 k)
• Photograph 1. Typical Riverbank Downstream of Proposed Structure and Photograph 2. Close up View of Outfall Structure Shown in Photograph 1. (760 k)
• Appendix E. Freeport Regional Water Project Scoping Report (45 k)
• Attachment A. List of Commentors Letters/Correspondence (2.5 MB)
• Attachment B. Summary of Comments and Questions, Freeport Regional Water Project Scoping Meetings, April 8–April 25, 2002 (35 k)
• Attachment C. Transcripts of Public Hearings (580 k)
• Attachment D. Freeport Regional Water Project Scoping Outreach List (20 k)
• Appendix F. Wet Year/Groundwater Storage Conceptual Alternative - Programmatic Evaluation (720 k)