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The new storm water wet well walls were poured on March 18, marking a significant milestone in the project. A total of 41 concrete trucks were onsite throughout the day with a total of 400 cubic yards of concrete placed. Since then, the contractor has been focused on curing the new walls, waterproofing the structure and partially backfilling the deep excavation.
In the next few weeks, the contractor will be forming and pouring the interior walls of the storm water wet well structure and constructing the new influent storm water trash structure, designed to capture any debris prior to entering the wet well structure.
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The temporary storm bypass system put in place due to the January 22 storm event has been removed because the existing storm water pumps have been repaired. Construction operations resumed at the end of February. The City contractor Filanc has started placing the outside wall formwork for the new storm water wet well structure. The formwork or surface of the form and framing used to contain and shape wet concrete until it is self-supporting is now being placed and is expected to be completed within the next two weeks.
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Progress on construction of the new Parker Pump Station was significantly impacted by the rain event that took place on January 22, 2024. Since that time, Filanc has been assisting the City in recovery efforts and has implemented a complete bypass of the storm water system, while the City works to repair the existing storm water pumps which were damaged during the storm.
The bypass system was designed and installed within a week to prepare for the subsequent storm – a remarkable accomplishment given the layout of the site and the pump capacity needed (36,000 gallons per minute). Work on storm water pump repairs is currently on track to be completed in early March 2024 (or sooner) and will allow Filanc to return to “normal” construction operations.
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Construction of the project is progressing inside the large excavation; the inside wall forms have been set for the new storm water wet well and now the reinforcement is being placed. The concrete pour for the walls is anticipated to take place in late January which will mark a significant project milestone.
The project schedule has been updated and due to unanticipated procurement lead times for certain items, the revised project completion date has been extended to Spring 2025. The City and Filanc have collaborated in an effort to reduce the impacts to the schedule with looking at alternative suppliers, cost incentives, etc.; but labor shortages, along with a significant increase in demand for products have been experienced industry-wide which have resulted in lead times as long as 60 weeks for fabrication of some components. The City will continue to explore other avenues to expedite the materials in hopes to improve the completion date.
In addition, the intersection closure will extend to Summer 2024. This extension is necessary to accommodate the revised project schedule and associated construction operation sequencing.
The City appreciates the community's continued patience during construction.
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The City contractor has poured the floor slab of the new storm water wet well and partially backfilled the large excavation to the top of the floor slab. Preparations are now taking place to install the wall forms of the structure with an anticipated concrete pour date in January.
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The contractor has completed the waterproofing on the exterior of the walls for the flowmeter vault and has formed the deck of the structure. Work continues to progress on installing new sections of 24-inch and 54-inch pipelines at the rear of the site. Work continued in the large excavation with placement of 3 feet of crushed rock and geotextile fabric; a waste slab was poured, and the bottom of the waterproofing material has been installed. In the coming weeks, the contractor will be placing the reinforcement for the floor slab.
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The City contractor is continuing work on the flowmeter vault, which is in the rear of the site with the concrete pour, for the walls that were finished last week. Crews are working to strip the formwork to allow for the installation of the waterproofing material prior to backfilling. The progress for the large excavation has slowed with additional shoring work; an additional 3-4 foot of excavation is needed for the contractor to move on to placing the materials for the foundation for the storm drain wet well structure.
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The construction on the new Parker Pump Station, located at Eighth Street and Coronado Avenue is progressing. This critical infrastructure is responsible for collecting stormwater and sanitary sewer flows.
The City contractor continues to work on the excavation, where the storm drain wet well will be constructed. The third and final set of supports for the shoring is currently being installed. This will allow the crews the ability to excavate to the final elevation.
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Completed Activities
- Shoring subcontractor mobilized and began sheet-pile installation
- Significant progress seen on the East shoring wall after adjusting installation methods
- Contractor utilizing a monitoring prism to record movement
- Last set of sheets driven to the design depth on the South shoring wall
- Excavation has reached a depth of 24 feet (bgs)below ground surface on both the South and North shoring walls to commence waler installation
- Completed the first row of waler installation
Upcoming Activities
- Second set of waler installation began on June 13 and will continue throughout the following week
- Excavation to a depth of 36 feet bgs and the third set of waler installation will follow
- Stockpile management and soil export will continue over the next few weeks
- Bypass piping installation is scheduled to begin in the later part next week
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The City’s contractor, Filanc, worked in conjunction with their subcontractor, Foundation Pile, as well as city personnel and the CM team to streamline the sheet pile installation process. Crews focused on laying out the perimeter for the new pump station and modifying construction methods to minimize the impact of the construction on the surrounding neighborhood. Foundation crews pre-drilled the perimeter of the remaining sheet pile install locations.
This pre-active measure streamlined the driving of the sheet pile installation process, allowing greater ease of the sheet piles being driven resulting in a faster install process and minimizing noise to the neighborhood. Once predrilling activities were completed, sheet pile installation activities resumed on May 18 and the installation was completed on May 26. The project team appreciates the neighborhood’s patience and cooperation during this phase of work.
Now that shoring installation is complete, Filanc will focus on excavating to the bottom of the subgrade which is expected to take approximately one month. Filanc will also be working towards installation of a bypass system that will allow for the existing storm water discharge pipes from the pump station to be taken temporarily off-line and allow for the construction of a new meter vault while still maintaining the ability to pump storm water flows.