Upper Wagon Train Watershed Master Plan
February 2017
Documents in PDF format. 
Cover and Table of Contents (322 K)
Executive Summary (2.72 M)
Part 2 – Future Watershed Conditions (6.45 M)
Tables
- 1.1. Lincoln 24-hour Rainfall Depths by Flood Frequency Events (inches)
- 1.2. Curve Number Values by Landuse and Hydrologic Soil Group (Antecedent Moisture Condition II)
- 1.3. HEC-HMS Results – Existing Conditions Model
- 1.4. Road Crossing Structures
- 1.5. HEC-RAS Water Surface Elevations
- 2.1. Detention Reservoir Outlet Structures
- 2.2. HEC-HMS Results – Future Conditions Model
- 2.3. Preliminary Concrete Box Culvert Sizes
- 2.4. Compensatory Storage Compliance
- 2.5. Culvert Sizing Analysis Results (Preliminary)
- 2.6. Minimum Flood Corridor Analysis Results
Figures
- ES.1. Coalition Properties
- ES.2. Existing Floodprone Area Delineation
- 1.1. Upper Wagon Train Watershed
- 1.2. Subbasin Delineation
- 1.3. Existing Land Use and Soil Types
- 1.4. Existing River System and Cross Sections
- 1.5. Existing Floodprone Area
- 2.1. Rokeby Coalition Parcels and Conceptual Level Design Plans
- 2.2. Existing and Future Subbasin Delineation Comparison
- 2.3. Future Land Use
- 2.4. Future Detention Basins
- 2.5. Detention Basin Schematic
- 2.6. Future River System, Cross Sections, Culverts, and Inline Weirs
- 2.7. Future Floodprone Area and Minimum Flood Corridor
- 2.8. Location 1 Minimum Flood Corridor Cross Section
- 2.9. Location 2 Minimum Flood Corridor Cross Section
- 2.10. WQCV and Channel Stabilization Stormwater BMPs
Appendices
- APPENDIX A – Hydrologic Data Inputs and Results (11.4 M)
- APPENDIX B – Hydraulic Data Inputs and Results (8.89 M)
- APPENDIX C – Hydraulic Inventory (4.01 M)
- APPENDIX D – Check‐RAS Output (182 K)
- APPENDIX E – Electronic File Index (253 K)