Herring River Tidal Restoration Project

Current View of Chequessett Neck Dike and Rendering of Final Bridge Design

A dike crosses over a river. A dike crosses over a river.

The image on the left shows the current dike as built in 1909 and the right image shows the rendering of the final project design of the bridge when the tide gates are fully open.
NPS Photo/Kristin Vinduska and NPS Graphic

 
 

Project Benefits

 

Project Area and Elements

A map showing the Herring River project area with labels of specific locations. A legend shows the extent of monthly mean spring tides, the outline of the full project area, and the Cape Cod National Seashore boundary. A map showing the Herring River project area with labels of specific locations. A legend shows the extent of monthly mean spring tides, the outline of the full project area, and the Cape Cod National Seashore boundary.

Two maps show the Herring River project area. The map on the left has labels for siginificant locations within the project area including Upper Bound Brook, Lower Bound Brook, Upper Herring River, Mid Herring Riiver, Duck Harbor, Lower Pole Dike Creek, Lower Herring River, Mill Creek, and Upper Pole Dike Creek. An area highlighted in blue shows the extent of the monthly mean spring tides. A red outline shows the full project area and a green outline shows the Cape Cod National Seashore (CCNS) boundary. The map on the right shows the same area with same blue highlighted area and outlines. This map describes the project elements including elevating low roads, enlarging Bound Brook Road culverts, building Pole Dike Creek Water Control Structure, removing High Toss Road, building the Mill Creek Water Control Structure, and building the Chequessett Bridge. 
NPS Maps

 

 

Project Elements

The Herring River Restoration Project (HRRP) includes many complex elements to achieve the goals of this project. This consists of public infrastructure construction projects, vegetation management, and restoration of natural salt marsh elevation and hydrology. Reintroduction of tidal flow is a phased process that will occur over several years. The primary reasons to implement the project in this manner are to avoid unexpected or sudden irreversible changes to the river and Wellfleet Harbor and to allow monitoring of the system so that unexpected and/or undesirable responses can be detected, and appropriate remedial actions taken. 

Computer simulations (i.e. modeling) of the current and future conditions of the river, form the basis of design requirements for the overall restoration program, including the need for infrastructure modifications and protection of existing infrastructure and structures from restored tidal flow. The hydrodynamic modeling is a computerized simulation of the flow direction, velocity, duration, and depth within the river driven by tides in Cape Cod Bay, wind, rain, and external conditions, and the configuration of water control structures (i.e. tide gates). The primary design objective is to facilitate natural tidal hydrology within the river while protecting roads and structures from regular and storm-driven tidal impacts.  

These summaries and more information, including detailed engineering plans, can found in the permit application narratives on the Friends of Herring River website: Friends of Herring River Restoration Project Updates.

 
Proposed Phragmites Removal for Herring River Restoration
Proposed Phragmites removal

NPS

Project Updates

Mill Creek Water Control Structure
Construction on the Mill Creek water control structure was completed in September 2025. Project-specific updates related to that work can be found here.

Vegetation Management
Vegetation clearing has been completed for the year at Duck Harbor and surrounding areas. There will be other areas selected to begin clearing next year.
Management of about 15-20 acres of invasive Phragmites australis in Lower Herring River will start in Fall of 2026.

Pilot Projects

The Herring River has been tidally restricted since 1909. A consequence of this is that much of the wetland area in the system subsided or lost elevation over time as the saltmarshes converted to brackish and freshwater wetlands.
As tide gates at the new Chequessette Bridge are opened, the Herring River will experience higher water levels through increased tidal exchange. Many of the wetland areas that will be inundated will be too low in the tidal range to support saltmarsh vegetation.
Therefore, one of the goals of the Herring River Restoration Project is to elevate the marsh platform throughout the system to the proper elevation for saltmarsh productivity. The project will implement two pilot projects to raise small sections of marsh and study these areas to help inform future efforts in the Herring River.

Duck Harbor “Berm” Project

The “Berm” Project is located on the eastern edge of Duck Harbor along the bank of the Herring River. The site includes two major features – a reach of the Herring River that was channelized, or straightened, as part of mosquito control activities in the 1920s, and expansive former salt marshes that have lost elevation or subsided, since the river was diked. When the river was channelized, dredge spoil was deposited directly adjacent to the engineered channel, creating a series of berms on the former marsh surface. The goal of the project is to remove the spoil berms to increase the hydrologic connectivity between Duck Harbor and the river and use some of the material from the berms to raise a portion of marsh in an adjacent area in Duck Harbor.

Mill Creek “TLP” Project

The “TLP” project or thin layer placement project will focus on an area of existing salt marsh at the mouth of Mill Creek in the lower Herring River. The elevation of this marsh is too low and needs to be raised before water levels increase too much. Unlike the “Berm” Project, this project will incorporate an additional component – an experimental component that will evaluate the benefits of using different types of materials to raise the marsh surface instead of just using sediment from the system, like the “Berm” Project. The project area will be divided into three equal area cells. Different materials will be used to raise the elevation in each cell. One cell will use locally harvested sand, the second cell will use a mixture of limestone and sand and the third cell will use a mixture of sand and olivine. Both limestone and olivine are ultrabasic minerals and previous studies have found that using such materials can reduce the acidity of the surrounding water and increase the systems ability to

sequester (or capture) atmospheric carbon. This project will incorporate an intense monitoring component to evaluate how the use of these various materials impacts water quality, shellfish and saltmarsh productivity. Outcomes from this study will also inform how we approach future work in the Herring River and also help inform the broader scientific community.

 

Resources for More Information

 

Photo Galleries

 

Last updated: July 7, 2026

Park footer

Contact Info

Mailing Address:

99 Marconi Site Road
Wellfleet, MA 02667

Phone:

508-255-3421
To contact NPS Law Enforcement or report an incident, please call the 24-hour dispatch: 617-242-5659. In the event of an emergency, call 911.

Contact Us