Repairs to Locks 1, 2, 5, Inlet Lock 1, and Georgetown Walls

Guard Lock 1
Guard Lock near Mile 5, Montgomery County, Maryland

NPS | CHOH Professional Services Division

 

The towpath near Lock 5 (Mile 5) is has detours in effect.
The towpath in Georgetown (Mile 1 – 0.4) has detours in effect.

The National Park Service has awarded a $12.7 million construction contract to undertake a large-scale rehabilitation project of multiple work areas in the Washington, DC and Montgomery County, Maryland portion of the park. This includes addressing deferred maintenance at historic Lift Locks 1, 2, 5, Inlet Lock 1, Guard Lock, and the feeder channel (where water is diverted into the canal from the Potomac River). The project will also stabilize and preserve historic canal walls in Georgetown at the following locations:

  • Level 1 – North and south walls between Locks 1 & 2
  • Level 2 – North and south walls near Lock 2
  • Level 4 – North and south walls upstream of Wisconsin Avenue
  • Level 4 – North wall adjacent to Potomac Street
  • Level 4 – North wall at 34th Street Northwest

These structures will undergo rehabilitation to ensure they remain functional into the future and remain reliable during the full range of flow conditions on the Potomac River. The lower five miles of the canal work as a system, with water being diverted from the Potomac River near miler marker 5 and flowing to Georgetown until entering Rock Creek near mile 0.4. Each of the water structures (Lift Locks 1, 2, 5, Inlet Lock 1, Guard Lock, and the feeder channel) being repaired under this contract have a critical role in water operations. Without rehabilitation, maintaining the watered landscape would be impossible.

To facilitate construction, water will need to be lowered in the canal during the entire duration of construction. Throughout construction, portions of the towpath may be closed with detours using adjacent streets and alleys in Georgetown as shown in the below maps.

Construction begin February, 2024. The project was scheduled to conclude in Spring 2026, however, in late February 2026 part of the Level 1 north wall of the C&O Canal partially collapsed. The wall was already of concern and scheduled to be repaired as part of this construction project. NPS was working to address the existing repair needs by mitigating soil pressure and water runoff and stabilizing the bulge in the wall. Contractor had been on site doing repointing repairs on the masonry, though work was temporarily paused due to unforeseen existing conditions behind the wall and a change in the repair design. Due to now necessary construction modifications as NPS works to fix the wall collapase, it is anticipated that the project will last through Fall 2026, weather dependent.

Are visitors and surrounding buildings safe with this wall collapse?

Visitors to the area near the Level 1 north wall collapse are safe. The area around the collapse, including the C&O Canal towpath, was closed to visitor access as part of the repair work and remains closed as we work to address the wall collapse. NPS urges the public to follow posted signs and ask visitors to be mindful that crews are actively working to stabilize and address the wall collapse.

At this time, NPS does not anticipate that the wall collapse will impact adjacent properties. We are actively working with any owners of adjacent properties to assess and mitigate potential future complications.

What caused the Level 1 north wall collapse?

The wall was already of concern and scheduled to be repaired as part of this project. The existing stones in the lower portion of the wall had moved towards the canal resulting in bulging at the face of the wall. NPS was working to address the existing repair needs by mitigating soil pressure and water runoff and stabilizing the bulge in the wall. Contractor had been on site doing repointing repairs on the masonry, though work was temporarily paused due to unforeseen existing conditions behind the wall and a change in the repair design.

Contributors to the wall's instability are still being investigated, but likely include saturation from moisture which increases the weight of the retained soil behind the wall and also decreases friction between the stone to stone contact of the individual stone masonry units comprising the wall, vegetation growth in the wall, and freeze/thaw cycling (expansion of water during freezing induces internal stress in the wall which displaces or otherwise damages stone – this repeats itself in cycles during warmer/colder weather).

While recent weather and the ice/snow melt or additional water runoff may have had an impact on this section of wall, NPS is still assessing what specifically caused the wall to collapse.


What work needs to be done to fix the collapse?

The first step to fix the wall collapse is to get a more detailed picture of what is happening with the surface of structures in and around the wall. NPS will do a 3D terrestrial LIDAR survey/scan to document the sections of remaining wall to establish baseline condition of existing masonry, local features, and the ground around the area.

NPS and the contractor will also monitor the area for potential additional movement and divert surface water away from upslope runoff areas as a precautionary measure/to mitigate the impacts of surface water.

 
Photo of two masonry structures - Inlet Lock 1 and Lift Lock 5.
Inlet Lock and Lock 5 near Mile 5, Montgomery County, Maryland

NPS | CHOH Professional Services Division

 

What is the P.L.A.N. ?

Purpose? [Why are we undertaking this project?]

This project will repair and stabilize multiple historic locks and stone walls in the Washington, DC and southern Montgomery County, Maryland portion of the C&O Canal National Historical Park. This work will stabilize critical structures to increase safety, resiliency, reliability, and sustainability. It is essential to maintaining the historic canal landscape and the watered canal experience in the lower five miles of canal through the Washington, DC portion into Georgetown. Additionally, the work on the historic stone walls in Georgetown will preserve those features and the adjoining structures they support.

Length? [When are we closing, and how long?]

Construction begin February, 2024. The project was scheduled to conclude in Spring 2026, however, in late February 2026 part of the Level 1 north wall of the C&O Canal partially collapsed. The wall was already of concern and scheduled to be repaired as part of this construction project. NPS was working to address the existing repair needs by mitigating soil pressure and water runoff and stabilizing the bulge in the wall. Contractor had been on site doing repointing repairs on the masonry, though work was temporarily paused due to unforeseen existing conditions behind the wall and a change in the repair design. Due to now necessary construction modifications as NPS works to fix the wall collapase, it is anticipated that the project will last through Fall 2026, weather dependent.

Alternative Activities? [What can I do instead?]

Most sections of the canal towpath in Washington, DC and Georgetown will remain open to the public during repairs. Small sections of the towpath in Georgetown will be closed for extended periods of time to facilitate construction. Local detours around any towpath closures will be available on adjacent streets and alleys as shown in the below mapping. You can still bike, walk, run, and fish along the towpath in all areas outside of the work zone. You can still access the towpath via local detours. There are many sections of the towpath to be explored!

Next Step? [What are the future benefits?]

This rehabilitation work will ensure that the watered canal can be maintained for current and future generations for visitors to continue to experience, learn, and enjoy. A watered canal will also allow for canal boat rides for the public to continue. Project work on the historic stone walls in Georgetown will preserve those features and the adjoining structures they support. Remediating identified issues will improve safety and increase resiliency of park infrastructure to flooding and climate associated hazards.

 
Map of project area showing closure of towpath at Lock 5 and a detour route.
Feeder Channel, Guard Lock, Inlet Lock, and Lock 5 Detour Map (Mile 5, Montgomery County, Maryland)

NPS | CHOH Professional Services Division

 
Map of project area in Georgetown showing potential closures of the towpath and detour routes.
Georgetown Work Area Detour Map (Mile 0.4-1, Washington, DC)

NPS | CHOH Professional Services Division

 

CURRENT DETOURS AND CLOSURES

The towpath near Lock 5 (Mile 5) has detours in effect.
The towpath in Georgetown (Mile 1 – 0.4) has detours in effect.

 Visitors are asked to obey all signage and flaggers, using caution around all work areas.

FREQUENTLY ASKED QUESTIONS (FAQs)

What is the need for the project?

This project will preserve multiple historic canal infrastructure features across a five mile stretch of the canal. Work at each of the areas will stabilize critical structures to increase safety, resiliency, reliability, and sustainability. This work is essential to maintaining the watered canal experience in the lower five miles of canal through the Washington, DC portion into Georgetown. If this project were not completed, operations of the water flow into this section of the canal would be difficult.

What does the project include?

This project includes removing debris from the feeder channel - the gateway for water being diverted from the Potomac River into the historic canal. It includes repairs to critical water regulation structures such as the Guard Lock, Lock 1, 2, 5, and the Inlet Lock. It includes replacement of the bridge over the Inlet Lock and Lock 5. It includes repair of multiple historic stone walls along Level 4 of the canal in Georgetown.

Where will the project take place?

There will be multiple work sites along the canal in Washington, DC and the southernmost end of the park in Montgomery County, MD. The two primary work areas will be at the Feeder Channel, Guard Lock, Inlet Lock, and Lock 5 area (Mile 5) & the others main focus in Georgetown at the Level 4 walls, Lock 1, and Lock 2 (Mile 0.4-1).

How will this project benefit park visitors?

This project will result in a reliable water regulation system and resilient canal infrastructure that are preserved for current & future generations. It is vital to ensuring the long-term functionality of the historic structures throughout the lower five miles of the canal.

When will the project begin and end?

The project began in February 2024. The project was scheduled to conclude in Spring 2026, however, in late February 2026 part of the Level 1 north wall of the C&O Canal partially collapsed. The wall was already of concern and scheduled to be repaired as part of this construction project. NPS was working to address the existing repair needs by mitigating soil pressure and water runoff and stabilizing the bulge in the wall. Contractor had been on site doing repointing repairs on the masonry, though work was temporarily paused due to unforeseen existing conditions behind the wall and a change in the repair design. Due to now necessary construction modifications as NPS works to fix the wall collapase, it is anticipated that the project will last through Fall 2026, weather dependent.

How will this project impact park visitors?

The parking area at Lift Lock 5 along the Clara Barton Parkway will be closed for the duration of work in that area. Alternative parking is available at the Lock 6 parking area as well as other nearby Lock parking areas along the Clara Barton Parkway. Sections of the towpath in Georgetown will be closed with detours in place as shown in the above detour mapping.

Water levels in the canal are normally lowered in the winter months to protect historic masonry from freeze/thaw cycle. Following the 2023 season, the canal was dewatered in preparation for winter and will remain dewatered for the duration of this major infrastructure improvement project.

How does the wall collapse impact visitors?

Visitors to the area near the Level 1 north wall collapse are safe. The area around the collapse, including the C&O Canal towpath, was closed to visitor access as part of the repair work and remains closed as we work to address the wall collapse. NPS urges the public to follow posted signs and ask visitors to be mindful that crews are actively working to stabilize and address the wall collapse.

At this time, NPS does not anticipate that the wall collapse will impact adjacent properties. We are actively working with any owners of adjacent properties to assess and mitigate potential future complications.

What caused the Level 1 north wall collapse?

The wall was already of concern and scheduled to be repaired as part of this project. The existing stones in the lower portion of the wall had moved towards the canal resulting in bulging at the face of the wall. NPS was working to address the existing repair needs by mitigating soil pressure and water runoff and stabilizing the bulge in the wall. Contractor had been on site doing repointing repairs on the masonry, though work was temporarily paused due to unforeseen existing conditions behind the wall and a change in the repair design.

Contributors to the wall's instability are still being investigated, but likely include saturation from moisture which increases the weight of the retained soil behind the wall and also decreases friction between the stone to stone contact of the individual stone masonry units comprising the wall, vegetation growth in the wall, and freeze/thaw cycling (expansion of water during freezing induces internal stress in the wall which displaces or otherwise damages stone – this repeats itself in cycles during warmer/colder weather).

While recent weather and the ice/snow melt or additional water runoff may have had an impact on this section of wall, NPS is still assessing what specifically caused the wall to collapse.

What work needs to be done to fix the collapse?

The first step to fix the wall collapse is to get a more detailed picture of what is happening with the surface of structures in and around the wall. NPS will do a 3D terrestrial LIDAR survey/scan to document the sections of remaining wall to establish baseline condition of existing masonry, local features, and the ground around the area.

NPS and the contractor will also monitor the area for potential additional movement and divert surface water away from upslope runoff areas as a precautionary measure/to mitigate the impacts of surface water.

How will this project impact natural and cultural resources?

Every project the NPS executes undergoes review by a multidisciplinary team to ensure compliance with Section 106 of the National Historic Preservation Act (NHPA), National Environmental Policy Act (NEPA), and other federal, state, and local laws.

What is the park doing to protect those resources during the project?

NPS resource protection experts, engineers, and the contractor’s team will be monitoring the stone and towpath work along this stretch of the towpath, along with contractor’s operations and visitor safety team during the project with the goal of safely protecting the environment surrounding the project. Every project undertaken by the NPS is conducted in compliance with the National Environmental Protection Act (NEPA), the National Historic Preservation Act (NHPA), and other regulations.

How much does the project cost?

The construction contract was awarded in 2023 for $12.7 million and was funded from the National Park Service’s Line Item Construction Program.

Who can I contact if I have further questions regarding the project?

Additional questions are to be directed to the park headquarters at 301-739-4200.

 
Photo from inside lock 2. There is standing water and masonry walls framing image.
Lock 2, Looking Downstream

NPS | CHOH Professional Services Division

 
Photo of Lock 1 in Georgetown. There is shallow water in the canal, and masonry walls on either side of the canal.
Lock 1, Looking Upstream from Rock Creek

NPS | CHOH Professional Services Division

Last updated: April 8, 2026

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Contact Info

Mailing Address:

142 W. Potomac St.
Williamsport, MD 21795

Phone:

301-739-4200

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