2004 Draft Programmatic Environmental Impact Statement (PEIS)
2004 Draft PEIS Page
| Executive Summary |
| Chapter 1 - Purpose of and Need for Action |
| Chapter 2 |
| 2.01 - Screening of Alternatives |
| 2.02 - Description of Alternatives and Operations |
| 2.03 - Comparison of Alternatives |
| 2.04 - Grouping of Alternatives |
| 2.05 - Permit Requirements |
| Chapter 3 - Intro |
| 3.01 - Climate and Air Quality |
| 3.02 - Biological Resources |
| 3.03 - TES Species |
| 3.04 - Water Resources |
| 3.05 - Fisheries |
| 3.06 - Wetlands, Other Waters, and Riparian Areas |
| 3.07 - Geologic Hazards |
| 3.08 - Regulated Materials and Historic Mining |
| 3.09 - Social and Economic Values |
| 3.10 - Land Use |
| 3.11 - Environmental Justice |
| 3.12 - Noise |
| 3.13 - Visual Resources |
| 3.14 - Recreation Resources |
| 3.15 - Historic Properties and Native American Consultation |
| 3.16 - Section 4f Evaluation |
| 3.17 - Paleontological Resources |
| 3.18 - Energy |
| 3.19 - Mitigation Summary |
| Chapter 4 - Supporting Figures |
| Figure 4.01 to 4.04 - Cumulative Impacts Sections |
| Figure 4.05 - Regional Impacts Forested |
| Figure 4.06 - Regional Impacts on Key Deer Habitats |
| Figure 4.07 - Regional Impacts on Key Elk Habitats |
| Figure 4.08 - Regional Impacts on Key Big Horned Sheep Habitats |
| Figure 4.09 - Regional Impacts to Key Surface Water and Wetlands |
| Figure 4.10 - Phosphorous Load - Eagle River |
| Figure 4.11 - Phosphorous Load - Future Eagle River |
| Figure 4.12 - Phosphorous Load - Blue River |
| Figure 4.13 - Phosphorous Load - Future Blue River |
| Figure 4.14 - Phosphorous Load - Clear Creek |
| Figure 4.15 - Phosphorous Load - Future Clear Creek |
| Figure 4.16 - Stream Alignment - Vail and Frisco |
| Figure 4.17 - Stream Alignment - Silverthorne and Floyd Hill |
| Figure 4.18 - Stream Alignment - Silver Plume |
| Figure 4.19 - Stream Alignment - Silver Plume |
| Figure 4.20 - Stream Alignment - Georgetown |
| Figure 4.21 - Stream Alignment - Georgetown |
| Figure 4.22 - Stream Alignment - Lawson |
| Figure 4.23 - Stream Alignment - Lawson |
| Figure 4.24 - Stream Alignment - Downieville |
| Figure 4.25 - Stream Alignment - Downieville |
| Figure 4.26 - Stream Alignment - Dumont |
| Figure 4.27 - Stream Alignment - Dumont |
| Figure 4.28 - Stream Alignment - West Idaho Springs |
| Figure 4.29 - Stream Alignment - West Idaho Springs |
| Figure 4.30 - Stream Alignment - East Idaho Springs |
| Figure 4.31 - Stream Alignment - East Idaho Springs |
| Figure 4.32 - Visual Simulation - Rail Georgetown |
| Figure 4.33 - Visual Simulation - 6-Lane Georgetown |
| Figure 4.34 - Visual Simulation - Rail Idaho Springs |
| Figure 4.35 - Visual Simulation - AGS Idaho Springs |
| Figure 4.36 - Visual Simulation - 6-Lane Idaho Springs |
| Chapter 5 - Financial Considerations |
| Chapter 6 - Public and Agency Involvement |
| Glossary |
| List of Preparers and Contributors |
| Index |
| References |
| Distribution List |
