A tunnel maintenance and improvement program would maximize the capacity of the existing tunnels that convey Lewis and Peyton creeks through downtown. Such a program would include an inspection and maintenance of the tunnels, along with possible improvements to them to mitigate “chokepoints,” like the confluence of Lewis and Peyton Creeks underneath the Wharf parking lot. The next step in establishing such a program is a thorough study of the tunnel system, addressing three primary areas:
- Structural
• Determination of structural soundness and repairs needed
• Detailed mapping and geometry
• Recommendation of repairs needed
- Hydraulic
• Identify areas requirement debris removal
• Construction plan for removing debris
• Identify additional access points needed for debris removal, future inspection, and maintenance
• Develop detailed hydraulic model based on mapping
• Identify existing utility crossings and other areas with the greatest adverse effect on storm water flow; determine their ability to be relocated/mitigated
- Legal
• Ownership of tunnel and access to it, particularly where it is not in the public right-of-way
• Environmental permitting requirements for repairs and debris removal
These components are interdependent. For example, debris will need to be removed from some areas in order to provide complete structural inspection and mapping, and permitting and access requirements will need to be determined to develop the plan for debris removal.
The result of this investigation would be a fully designed, “shovel-ready,” one-time contract to remove existing debris and establish appropriate access points for future maintenance, repairs and improvements. It would also produce a recommended maintenance plan to be implemented after the initial project. Finally, it would produce a list of future improvements that could be evaluated and programmed for future development through the capital improvement plan process. Staff are not aware of a routine inspection or maintenance plan having been implemented or followed previously, beyond occasional limited inspections after suspected damage or major storm events.
To conduct such a detailed investigation/evaluation that includes design of a maintenance plan and reliable cost estimates, the City would need to procure the services of an engineering consulting firm. Due to the anticipated cost (approximately $650,000) and specialized nature of the work, a request for proposals would need to be issued once the scope of the project is fully developed and funding sources determined.
Estimated Costs: $650,000 for evaluation and design, and $7,000,000 for projects; ongoing maintenance costs are difficult to project.
Time of Implementation: It would be possible to have an investigation request for proposals prepared for late FY 2022 issuance, but follow-up steps would be highly dependent on the results of the investigation. Expenditures in FY2023 and FY2024 would be likely.
Effectiveness: A more detailed understanding of the condition of the tunnel would immediately improve decision-making, but the tangible hydraulic effects will take longer to develop as projects are implemented. The effects of the recurring maintenance program will take the longest to manifest.