Public Works Department - Stormwater Management
Watershed Reports
Cooper's Ditch

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Table of Contents
- Executive Summary
- Background
- Methodology
- Modeling Configurations
- Modeling Results
- Master Drainage Plan Improvements
- Contact Information
Figures
Figure 1. Cooper’s Ditch Watershed MDPU Map
Figure 2. Soils with Wetlands Overlay
Figure 3. Existing Conditions Subcatchments with Shaded Imperviousness
Figure 4. Future Conditions Subcatchments with Shaded Imperviousness
Figure 5. Potential Increase in Imperviousness
Figure 6. Link-Node Diagram – Existing Conditions
Figure 7. Link-Node Diagram – Future Conditions
Figure 8. Flooding for 10-Yr and 50-Yr Storms: Existing Hydrology, Existing Drainage
Figure 9. Flooding for 10-Yr and 50-Yr Storms: Future Hydrology, Existing Drainage
Figure 10. Future Improvements with Wetlands Underlay
Figure 11. Flooding for 10-Yr and 50-Yr Storms: Future Hydrology, Future Drainage
Figure 12. Bench Design AlternativesTables
Table C-1. Existing Conditions Peak Water Surface Elevations
Table C-2. Future Conditions Peak Water Surface Elevations
Table D-1. Subarea ImperviousnessAppendices
For more information, please contact:
Sam Sawan
P.E. Senior Stormwater Engineer
Chesapeake Public Works Department
Engineering
Phone: 757-382-6101
FAX: 757-382-8537
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City of Chesapeake, Virginia
