HRSD will hold its seventh annual Industry Day on Thursday, January 29, 2026. For six years, we’ve gathered to talk about all things SWIFT. This year, we’re excited to announce Industry Day is expanding to include other HRSD projects in addition to SWIFT projects. We invite engineers, contractors, vendors, and suppliers, including Small, Women-owned, Minority-owned, Disadvantaged, and Veteran-owned businesses to attend.
The panel discussion will feature SWIFT project managers and business partners and HRSD project managers who will share details on upcoming projects and what they are looking for in project teams. In addition, members of HRSD’s Operations and Procurement teams will be available before and after the panel to connect directly with potential partners.
Our goal is to provide you with information on HRSD initiatives, opportunities to build relationships and teams, and pathways to position your company for success.
Registration is now open. Save the date for January 29, 2026, 8:00 a.m. to 12:30 p.m.
8:00 a.m. – 9:30 a.m. Networking Breakfast*
9:30 a.m. – 11:30 a.m. Panel Discussion and Questions
11:30 a.m. – 12:30 p.m. Continued Networking
*Continental breakfast will be provided. Our program begins at 9:30 a.m. with the panel discussion.
Register for the next event:

HRSD maintains hundreds of active contracts for construction and engineering services that support the delivery of our Capital Improvement Program (CIP). We greatly value our business partners and the essential services they provide in helping us achieve HRSD’s vision that our communities will have clean waterways and reliable water resources for generations to come.
The information below is intended to provide our business partners with a forward-looking view, up to one year, of anticipated contract opportunities related to current and upcoming CIP projects. For active solicitations and recent contract awards, please visit the Bids and RFPs section of our website.
If you would like additional information about any of the projects, reach out to the contact listed under each project.
Updated July 25, 2025
Contract Advertisement Information
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Description: This project will replace 5,700 feet of 24 and 30-inch ductile iron pipe along Kempsville Road between Hunningdon Lakes Boulevard and Walton Road. The interceptor force main (IFM) along Kempsville Road has experienced multiple failures due to internal and external corrosion. This 33,000-ft long IFM was installed between 1972 and 1999 and consists of prestressed concrete cylinder pipe (PCCP) and ductile iron pipe (DIP). Recent failures near Hunningdon Lakes Boulevard have been reconnected to ductile iron pipe exhibiting significant internal corrosion, which is the primary reason this section of the IFM is being prioritized for replacement. Approximately 1,700 feet of this alignment was replaced in 1997 with a VDOT Project and is not included in the replacement work.
HRSD Contact: Nick Taschner – ntaschner@hrsd.com
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Description: This project will involve replacement of 16 aeration tank slide gates and 18 primary clarifier slide gates with new motorized stainless steel slide gates. The gates are over 34 years old and at the end of their design life. The fiberglass wrap and gate core has been found to be damaged or showing signs of damage at many locations, and they are becoming difficult to operate. Motorizing the gates will allow for more efficient operation and the ability to exercise the gates more frequently, as well as, provide flexibility for control of aerobic volume.
HRSD Contact: Shirley Smith – slsmith@hrsd.com
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Description: This project will add additional digestion capacity to Nansemond Treatment Plant (NTP), likely in the form of a third 1MG (nominal) anaerobic digester tank, to meet solids loading requirements following the completion of Boat Harbor Treatment Plant closure, NTP SWIFT and anticipated future (37 MGD) flow conditions. Alternatives to achieve the needed increase in digester capacity will be considered during pre-planning. Siting of new facilities and process integration with the existing digestion, biogas, and dewatering systems will be a critical aspect of this project.
HRSD Contact: Angie Weatherhead – aweatherhead@hrsd.com
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Description: This project is to study, design and construct a replacement interceptor for Line SF-006, approximately 2,642 linear feet (LF) of 10-inch cast iron force main that is the discharge line from HRSD’s North Shore Road Pump Station. This project will include replacement main line valves, branch valves, associated appurtenances and replace the existing force main through the walls into the pump station.
Project Location: Map
Anticipated Construction Start-End: January 2026 – April 2027
Key Components:
- 8-inch Ductile Iron (CL-51)
- Approximately 6 feet deep along Shirland Avenue
- Approximately 9 feet deep across W Little Creek Road underneath existing utilities
- Narrow residential corridors
- Tie-in to existing pump station
- Coordination with Port Authority and other utilities
Construction Cost Estimate: $4.6 million
HRSD Contact: Kayla Rutherford - krutherford@hrsd.com
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Description: This project at the James River Treatment Plant (JRTP) includes the installation of two owner-supplied, refurbished centrifuges for installation along with ancillary improvements.
Project Location: Map
Anticipated Construction Start-End: March 2026 - March 2028
Key Components:
- Install refurbished owner supplied centrifuge and ancillary equipment
- Replace existing NPW booster pumps in the facility
- Install new centrate drain line
- Build new electrical and control room on the third floor of the Centrifuge Building
- Update DCS controls for equipment in Centrifuge Building
Construction Cost Estimate: $7.5 million
HRSD Contact: Angie Weatherhead - aweatherhead@hrsd.com
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Description: These two CIP projects will be bid as one. These projects are for work out at the West Point Treatment Plant to include upgrades to the secondary clarifiers and the clarifier mechanisms, replacement of the existing final effluent pump station, civil and drainage upgrades to the plant, and ancillary electrical, structural and process work.
Anticipated Construction Start-End: March 2026 - March 2028
Construction Cost Estimate: $7.5 million
HRSD Contact: Angie Weatherhead - aweatherhead@hrsd.com
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Description: This project will include the installation of two packaged treatment plants, an outfall and appurtenances, the demolition of the two existing packaged treatment plants, and site work needed to make new connections to the treatment plants.
Project Location: Map
Anticipated Construction Start-End: April 2026 - October 2027
Key Components:
- Treatment plant address: 3843 Main St, Chincoteague, VA 23336
- Limited site access
- Total plant capacity of 130,000 gpd
- Moving bed bioreactor (MBBR) treatment trains, dissolved air flotation (DAF) thickening system, aerated solids holding tank, and generator will be pre-procured by HRSD
- One of two existing treatment tanks to be repurposed for equalization
- New electrical/lab building
- Influent pump station upgrade (2 pumps, 230 gpm each)
- Inclined drum influent screening, cloth disc filtration, and UV disinfection
- New outfall, approximately 300 LF of 6-inch PVC
Construction Cost Estimate: $8 million
HRSD Contact: Shirley Smith - slsmith@hrsd.com
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Description: This project will address eleven (11) full circle clamps and approximately 5,585 linear feet of pipe on the 16-inch asbestos concrete Great Bridge Interceptor Extension Force Main (SF-184) along Battlefield Boulevard in Chesapeake. The 16-inch pipe will be replaced with 24-inch pipe.
Project Location: Map
Anticipated Construction Start-End: January 2026 – January 2028
Key Components:
- 8 to 24-inch Ductile Iron or PVC and associated valves
- Profile depth between 4-9 feet
- Approximately 400 feet of 8-inch SDR-26 PVC
- Tie-ins to existing pump stations
- 16-inch and 20-inch line stops
Construction Cost Estimate: $24 million
HRSD Contact: Nick Taschner - ntaschner@hrsd.com
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Description: This project will construct a new Chesapeake Boulevard Pump Station to replace the existing pump station. HRSD has acquired Norfolk pump station #57, which has been renamed to HRSD PS 167 / Robinhood Road PS. This project will replace all of the existing equipment in PS #57 and the new equipment will be installed in accordance with HRSD's standards.
Project Location: Map
Anticipated Construction Start-End: January 2026 – January 2028
Key Components:
- Robinhood Rd PS (PS 167) - Rehabilitation
- Remove and replace existing platform, bar screen, pumps and concrete bases, 24-inch pipe and fittings/valves, channel grinders, and other expenditures
- Two (2) 105 HP dry pit submersible solids handling pumps
- Coordination with City of Norfolk and other utilities
- Chesapeake Blvd PS (PS 105) - New Construction
- Demolition of existing pump station
- Two (2) 60 HP pumps and one (1) 215 HP pump
- Approximately 26 feet of wet well excavation
Construction Cost Estimate: $16 million
HRSD Contact: Rebecca Currall - rcurrall@hrsd.com
- Robinhood Rd PS (PS 167) - Rehabilitation
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Description: The project consists of the replacement of the existing pump station adjacent to the existing facility within Roosevelt Memorial Park in Chesapeake. Once constructed, this pump station will be turned over to the City of Chesapeake, Department of Public Utilities. The I&C will be installed per Chesapeake Standard. This station is located within the 100-year flood plain.
Project Location: Map
Anticipated Construction Start-End: TBD
Key Components:
- Demolition of existing pump station
- Three (3) 25 HP submersible solids handling pumps
- Approximately 20 feet of wet well excavation
- Excavation to approximately 20 feet below grade
Construction Cost Estimate: $8.8 million
HRSD Contact: Phil Hubbard - phubbard@hrsd.com
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Description: This project will provide replacement of the Langley Circle Pump Station yard piping and approximately 3,800 Linear Feet of the 30-inch prestressed concrete cylinder pipe (PCCP) and Ductile Iron (DI) Force Main (NF-058) from the Langley Circle Pump Station to just east of the Newmarket Creek Crossing in Hampton. The work at the Pump Station includes demolition and relocation of the meter vault, bypass pumping, pump station pipe wall replacement, 24” pipe and associated valves. The new 30” Ductile iron force main includes approximately 1,000 LF of pipe to be replaced in the same trench along secondary roads and the remaining 2,800 LF to be installed in a new alignment along Mercury Boulevard.
Project Location: Map
Anticipated Construction Start-End: Fall 2025 – Spring 2027
Key Components:
- Langley Circle Pump Station Address: 4 Thornrose Avenue in Hampton
- 24”- 30” Ductile iron Pipe with associated valves
- Cathodic protection
- Narrow residential corridor on the first 1,000 LF of pipe and extensive traffic control for the remaining 2,800 LF of pipe on Mercury Boulevard
- Potential for work hours restrictions on Mercury Boulevard
- Pump station bypass pumping with portion of bypass through private property
- Trenchless crossings across Mercury Boulevard (100 LF & 250 LF)
- Approximately 12-ft excavation below grade on 300 LF of pipe along Mercury Boulevard
Construction Cost Estimate: $17.3 million
HRSD Contact: Beatriz Patino - bpatino@hrsd.com
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Description: Phase VI project will include about 100-point repairs and rehabilitation of approximately 6,400 linear feet (LF) of gravity pipeline (8-in to 10-in), 45 manholes and rehabilitation or replacement of 67 laterals & cleanout installation. Pipe diameters range from 10-in to 8-in with depth of pipe up to 12 feet. A significant amount of work requires access to private property through HRSD easements. The majority of the work is in the Town of West Point, but a portion of the Phase V work is also located in the towns of Urbanna and King William County.
Project Location: Map
Anticipated Construction Start-End: Fall 2025 – Fall 2026
Key Components:
- Manhole, main and lateral inspections and rehabilitation
- Excavations for point repairs and manhole installation up to 12-ft in depth
- Portion of the work is located on private property and access through HRSD easements
- Coordination with property owners for accessing infrastructure located on private property
Construction Cost Estimate: $3 million
HRSD Contact: Beatriz Patino - bpatino@hrsd.com
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Description: Under the Virginia Initiative Plant Aeration Tank and Primary Clarifier Gate Replacement CIP project, an on-call treatment plant services contract will be initiated. The contract will be utilized to assist with emergencies and smaller tasks and projects at HRSD treatment plants.
Anticipated Construction Start-End: N/A
Key Components:
- The scope of typical projects may include, but are not limited to, the following:
- Mechanical installations including pumps, piping, and other process equipment
- Treatment plant process improvements or new process implementation
- Concrete and asphalt work
- Treatment plant yard piping installations
- Structural work including working platforms, stairs, etc.
- Installation of new or replacement of sewage treatment or solids handling equipment
- Re-building clarifier solids removal mechanisms or other solids handling equipment
- Installation and maintenance of aeration tank diffuser systems
- Electrical work associated with mechanical installations or modifications
- Work can be located anywhere in the HRSD service area, including Small Communities
- May elect to award more than one contract
Construction Cost Estimate: Up to $1 million per task order; up to $10 million per year on total contract spend
HRSD Contact: Shirley Smith - slsmith@hrsd.com
- The scope of typical projects may include, but are not limited to, the following:
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Description: This project will demolish several buildings at the decommissioned Chesapeake-Elizabeth Treatment Plant property and associated site utility activities. This project may be split into various construction packages.
Project Location: Map
Anticipated Construction Start-End: May 2026 – May 2027
Key Components:
- Demolition of the administration building, incineration building, and electrical shop warehouse
- Relocation of power feeds impacted by demolition of buildings
- Grading improvements and installation of new stormwater management facilities
- Disconnection of storm sewer system from plant drain system
- Modifications to Drain Pump Station and connect to the HRSD force main at Shore Drive
Construction Cost Estimate: $3.5 million
HRSD Contact: Virginia Opp - vlopp@hrsd.com
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Description: The YRTP methanol facility currently utilizes an Alcohol-Resistant Aqueous Film-Forming Foam (AR-AFFF) fire suppression system, while the electrical/generator building utilizes an AFFF fire suppression system. These existing foam concentrates contain fluorinated compounds, commonly known as PFAS (per- and polyfluoroalkyl substances). HRSD is transitioning away from fluorinated firefighting foam to a non-fluorinated alternative that does not contain PFAS.
1. Methanol Facility: Upgrade and conversion of the existing fire suppression system.
2. Generator Housing Facility: Complete removal of the existing fire suppression system.Anticipated Construction Start-End: 2nd Quarter CY-2026
Key Components:
The fire suppression system upgrades at the methanol facility require a replacement of the following key components:
- Complete replacement of the concentrate system, including foam tanks, bladders, proportioners, concentrate control valves, and concentrate piping.
- Replacement of all closed-head foam sprinkler systems, including associated piping and heads.
- Replacement of the storage tank foam chambers, including associated piping.
- Replacement of fire suppression system control panel, digital alarm communicator transmitter, power supplies, and addressable output modules, monitor modules, pull stations, smoke detectors, and all other end-of-line devices. Conduit and wire between devices will be retained.
Equipment to be Removed from Methanol Building:
- Two 75-gallon foam bladder tanks
- Two 200-gallon foam tanks
- One 3-inch wafer foam in-line balanced proportioner
- Two 4-inch between flange proportioners
- One 2.5-inch ratio flow controller
- One 3-inch flow control valve and alarm valve.
- One 4-inch flow control valve
- Two 4-inch deluge valves
- Approximately 550 gallons of 3% AR-AFFF concentrate (in bladders)
Construction Cost Estimate: $2.2 million
HRSD Contact: Delane Carty - dcarty@hrsd.com
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Description: The ABTP currently utilizes an Alcohol-Resistant Aqueous Film-Forming Foam (AR-AFFF) fire suppression system. This existing foam concentrate contains fluorinated compounds, commonly known as PFAS (per- and polyfluoroalkyl substances). HRSD is transitioning away from fluorinated firefighting foam to a non-fluorinated alternative that does not contain PFAS.
1. Methanol Facility: Upgrade and conversion of the existing fire suppression system.Anticipated Construction Start-End: January 2027 - January 2028
Key Components:
The fire suppression system upgrades at the methanol facility require a replacement of the following key components:
- Complete replacement of the concentrate system, including foam tanks, bladders, proportioners, concentrate control valves, and concentrate piping.
- Replacement of all closed-head foam sprinkler systems, including associated piping and heads.
- Replacement of all oscillating monitor nozzles.
- The existing underground piping used to dispense foam from the oscillating monitor nozzles will remain in place.
- Flushing of existing piping that is to remain in place.
Equipment to be Removed from Methanol Building:
- One 200-gallon foam bladder tank
- One 100-gallon foam bladder tank
- One 2-inch threaded in-line proportioner
- Two 3-inch between flange proportioners
- One 2.5-inch ratio flow controller
- Approximately 200 gallons of 3% AR-AFFF concentrate (in bladders)
- Two deluge valves with associated trim piping
- One wet alarm valve with associated trim piping
- Three Hydraulic concentrate control valves
- Piping up to 6 inches in diameter
Construction Cost Estimate: $1.2 million
HRSD Contact: Delane Carty - dcarty@hrsd.com
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Description: Condition assessment has revealed excessive pipe wall loss due to both interior and exterior corrosion, particularly at the St. Julian's Creek crossing. This project will deliver a long-term solution by replacing up to 600 linear feet of interceptor force main.
Project Location: Map
Anticipated Construction Start-End: 3rd Quarter CY-2026
Key Components:
- Segmental replacement of the force main crossing St. Julian's Creek, currently secured to the bridge deck
- Implementation of a trenchless crossing solution, assumed to be a horizontal directional drill, to eliminate environmental exposure to brackish water
Construction Cost Estimate: $2.3 million
HRSD Contact: Delane Carty - dcarty@hrsd.com
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Description: The project consists of the construction of a new gravity sewer system and removal/abandonment of approximately 800 LF of existing 3-inch force main. The purpose of this project is to take the existing and dated pump station located at King William High School out of service. Existing flows will be conveyed by gravity to an existing HRSD pump station on Commerce Lane.
Project Location: Map
Anticipated Construction Start-End: Spring 2026 – Spring 2027
Key Components:
- Existing Pump Station Location: King William High School
- Eight (8) new manholes with average depth of nine feet
- 850 LF 8-inch PVC sewer
- Remove 3-inch force main
- Gravity sewer alignment through rolling terrain/steep grades
Construction Cost Estimate: $1.1 million
HRSD Contact: Don Jennings - djennings@hrsd.com
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Description: This project will rehabilitate the existing 55-year-old Colley Avenue Pump Station located at 715 Fairfax Avenue in Norfolk, Virginia. Rehabilitation of the pump station will include removing and replacing existing system piping and pumps, installation of a new emergency pump connection and meter vault, replacing the concrete driveway, and exterior improvements to the building.
Anticipated Construction Start-End: 2nd Quarter CY-2026 through 2nd Quarter CY-2027
Key Components:
- Demolition of the existing pumps and associated piping/equipment, the emergency generator, and removal of the emergency backup pump.
- Installation of three dry-pit submersible pumps, an emergency pump connection, meter vault, and associated piping/equipment.
- Bypass pumping during installation.
- Installation of a backup generator and fuel tank.
- HVAC Improvements.
- Exterior improvements including a flood barrier system, door replacement, and steel plate replacement at the exterior base of the masonry wall.
Construction Cost Estimate: $3.1 million
HRSD Contact: Davis, Lyndsey - ldavis@hrsd.com
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Description: This project is a direct response to three previous pipe failures and a comprehensive assessment revealing significant pipe wall loss due to internal and external corrosion. The most recent failure, occurring at the intersection of Swannanoa Drive and Summerset Drive in June 2023, required a temporary concrete encasement repair. This project will deliver a permanent, reliable solution.
Project Location: Map
Anticipated Construction Start-End: 4th Quarter CY-2026
Key Components:
- Replace approximately 1,800 linear feet of 16-inch ductile iron Interceptor Force Main (SF-164) along Swannanoa Drive via HDD
- Project limits begin at Twin Pines Road and extend several hundred feet past the intersection with Summerset Drive
Construction Cost Estimate: $4.4 million
HRSD Contact: Delane Carty - dcarty@hrsd.com
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Description: This project is to design and fabricate new generator controls at the Army Base Treatment Plant (ABTP) by retrofitting the existing generator controls that have reached the end of their useful life. The redundant programmable logic controller (PLC) has failed, and replacement parts are no longer supported. The project will include a new digital master control (DMC) panel or generator control panel (GCP) for monitoring, control, and protection. The existing switchgear doors and instruments will be retrofitted with new doors and instruments. In addition, control wire modifications are necessary to interface the new equipment. The project will include the installation, testing, and commissioning of the new switchgear system.
Project Location: Map
Anticipated Construction Start-End: October 2026 – November 2027
Key Components:
- Treatment plant address: 401 Lagoon Rd, Norfolk, VA 23505
- Equipment installation only; equipment will be pre-procured by HRSD
- Minimal to no land disturbance anticipated; stage trailer-mounted equipment for generators and transformers and running temporary cables can be performed above ground
- TWIC access cards required for Virginia Port Authority (VPA) entry
Construction Cost Estimate: $2 million
HRSD Contact: Shirley Smith - slsmith@hrsd.com
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Description: This project will include the design, construction, and commissioning of the initial phase of SWIFT implementation at VIP. The VIP SWIFT Full Scale Implementation Program (FSIP) Phase 1 will include conventional rapid mix and flocculation followed by cloth media filtration (CMF). This project will coordinate with the VIP SWIFT Tertiary Site Work Project - GN0163901.
Anticipated Construction Start-End: Early 2028 - Early 2028
Key Components:
- N/A
Construction Cost Estimate: $175,000,000
HRSD Contact: Rebecca Currall - rcurrall@hrsd.com
Attachment: HRSD SWIFT VIP GN0163901