Page 350 - Cover 3.psd
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ADOPTED | BUDGET


                                   Utility Capital Projects


           Project Name                                        Project Description
         24" Wastewater Main    This project is for the replacement of the 24 inch wastewater main running from the Fort Worth meter
         Replacement - Continuing   station to just south of Holland Dr. This project will include replacement of roughly 2400 linear feet of
         Project                reinforced concrete pipe, replacement of seven manholes, and will require bypass pumping during
                                construction.






         Automatic Control Valve   This project will replace the six automatic control valves (ACV) at Watauga Pump Station. These six
         (ACV) Replacement -    valves include: 3 - 10 inch valves and 3 - 6 inch valves. The ACV's are a vital component in the process
         Continuing Project     of providing adequate pressure and quantity in the water distribution system that serves both the City of
                                North Richland Hills and the City of Watauga. The ACV's main purposes are: eliminating pressure
                                spikes, back siphonage, and controlling the flow of water from the pump. The valves are located on the
                                effluent side of the six pumps before the discharge header.




         Big Fossil Creek       This project consists of constructing a parallel wastewater outfall main from the North Richland Hills
         Wastewater Outfall -   metering station, which is north of State Highway 10 to the Trinity River. North Richland Hills, Richland
         Continuing Project     Hills, Haltom City, and Fort Worth discharge sanitary sewer into this section of the existing outfall
                                mains.  Each city will pay a portion of the cost based on volume of flow from their city.  The size of the
                                main will vary, but will be as large as 90" in diameter. North Richland Hills will need to pay for
                                connecting its existing outfall to the new outfall. After the new outfall is complete, both wastewater
                                pipelines will be owned, operated and maintained by Fort Worth as part of its system.



         Big Fossil Interceptor   Rehabilitate the 24 inch wastewater interceptor line from 3621 Holland St to 6029 Riviera Dr. The total
         Rehabilitation Project -   distance of the interceptor rehabilitated would be 7,250 linear feet. The intent is to utilize a trenchless
         Continuing Project     construction method to the greatest extent possible to rehabilitate this line, such as cured-in-place pipe
                                (CIPP). The project includes three logical sections that could be completed as three distinct phases.
                                The sections are:  3621 Holland St to 3817 Diamond Loch W, 3817 Diamond Loch W to 6200 Glenview
                                Dr, and 6200 Glenview Dr to 6029 Riviera Dr.




         Cellular Meter Reading   This project will consist of converting the current drive-by meter reading process to a cellular reading
         Project - New Project  process. This will involve replacing approximately 23,500 meter endpoints (aka transponders) with
                                cellular endpoints. The project will also include replacing the roughly 4,000 meters that are over twenty
                                years in age while their endpoints are being exchanged.







         College Hills Ground   This project will rehabilitate the College Hills Ground Storage Tank. This will include preparing the
         Storage Tank           exterior and interior of the tank to apply new paint on both surfaces. Additional work will include:
         Rehabilitation - Continuing   installing pipe screen at overflow, installing a ladder gate, installing a new hatch on the roof, installing a
         Project                new vent, repairing the float system, caulk and seal at the foundation, install a new safety climb
                                system, and remove the existing interior ladder.













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