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The document summarizes the video and sonar inspection of the Coronado Transbay Sewer Force Main and the subsequent rehabilitation analysis. A risk management plan was developed to guide the inspection, identifying potential risks like confined spaces, sharp bends, and poor visibility. The inspection found some limited areas of poor visibility but no other issues. Various rehabilitation alternatives were then evaluated based on factors like impacts, structural integrity, costs, and risks to determine the best approach.
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Crooked Lake Comp Plan Summary for 2009 CLAA Winter Meeting
Asce Presentation
- 1. Video and Sonar Inspection Guides Rehabilitation of the Coronado Transbay Sewer Force Main Presented and Written By Elmer Alex, PE, M. ASCE Contributions by Marc Solomon, PE; Maggie Witt, PE; Jason Gornall, EIT Contributing Authority: Ed Walton, PE For ASCE Pipelines Conference 2009 August 18, 2009
- 3. Location Map City of Coronado You are Here!
- 4. City of Coronado City of San Diego Transbay Pump Station Original Force Main Seaport Village New Force Main Original Transbay Force Main Location
- 6. Apply Lesson’s Learned from “The Tortoise and the Hare” Fable
- 8. Risk Management Team Name Organization Role Responsibilities Eric Minicilli City of Coronado Project Manager Project Manager and Point Of Contact for City Ed Walton City of Coronado City Engineer Kim Godby City of Coronado O&M Manage City O&M Staff Marc Solomon Winzler & Kelly Consultant/Engineer Lead Risk Manager Elmer Alex Winzler & Kelly Consultant/Engineer Alt. Risk Manager Corey Charfauros Affordable Pipeline Services Entry Point Cleaning Lead Manage cleaning & inspection support efforts James Milward Pipe Eye Int’l (acquired by Pure Technologies) Inspection Lead Pilot/Equipment Operator
- 10. Risk Response Risk Avoid Accept Mitigate - Prevent - Contingency
- 12. Pre-Inspection Activities Prepare Point of Entry on Coronado Side
- 13. Inspection Moved to San Diego Side
- 14. Mitigate Confined Space Hazards
- 15. Monitor Progress
- 17. Clean Up & Demobilize
- 20. Evaluation Criteria & Weighting Factors Criteria Weighting Factors Impacts to Surroundings 18% Structural Integrity 7% Operational Reliability 15% Operational Flexibility 5% Constructability 12% Hydraulic Improvements 3% Risk 15% Capital Cost 8% O & M Cost 9% Life Cycle Cost 8%
- 23. Questions
Editor's Notes
- Original Transbay Force Main Constructed in early 1970 24-inch Ductile Iron Construction New Force main in 2007 HDPE Horizontal Directional Drilling Purpose of the inspection was to assess the original pipeline for re-use as a back up and satisfy stake holder requirements.
- Describe challenges (items will fly in) High Profile Location – Major shopping and tourist destinations on both sides of the Bay Slopes greater than 30% 50 feet below Mean Sea Level Length of inspection – 3,600 LF, traditional inspection not feasible Dewatering may accelerate corrosion