CHANGES | | REQUEST AN ACCOUNT | |
CT Riv RB - Springdale Village
Download Data
CSV
GeoJSON
GeoPackage
Location City, County, and State of the levee system. Determined by the levee alignment location not the leveed area.
Holyoke, Hampden County, Massachusetts
System ID Unique identifier code for the levee system using 10 or 12 numbers in length.
4305000014
Operation and Maintenance Organization Entity responsible for day-to-day management of the levee.
City of Holyoke, MA
Floodplain Management Entities responsible for regulating activities that occur in areas prone to flooding.
FEMA Region 1
Oversight Organization Entity responsible for oversight of the levee and ensuring it is maintained.
USACE - New England District
Last Assesment Date Last Risk Assessment or Formal Inspection.
2/20/2019
Data Last Updated Date any of this information for the system has been updated.
3/27/2024
Levee Length Combine length of all the levee system features including the embankments, floodwalls, closures where they exist for this system.
Levee Length Graphic 2.857 Miles
Average Levee Height The average height of the levee system. The levee profile viewer on the mapping window will show the actual levee height values for the length of the levee if available.
Levee Height Graphic 14 Feet
Year Levee Constructed Year levee system was fully completed as a flood reduction project.
Timeline Graphic 1950
Summary General text description of the levee system with a summary of why the levee is there, and the benefits it provides.
The levee system starts as floodwall along the right (north) bank of the Connecticut River at high ground, just downstream (southwest) of Appleton Street. The floodwall follows the river downstream (southwest) to the Third Level Canal where the system turns inland from the Connecticut River, and a series of floodwalls line the Third Level Canal. From the Third Level Canal, the system continues downstream along the Connecticut River as floodwall until it reaches the Holyoke Water Pollution Control Facility where the system transitions from floodwall to earthen embankment. The earthen embankment continues downstream along the right bank of the river until it reaches high ground, just south of Springdale Park. The levee system is extremely complex and includes approximately 11,050 ft of concrete floodwall, 3,700 ft of earth embankment, three pumping stations, 12 stoplog closure structures, and nine sandbag closures. The levee system was constructed in a highly industrialized area and five large tailrace structures, numerous conduits, and other utilities pass beneath the levee system. Many of the tailraces and conduits were constructed to support manufacturing facilities that no longer exist, so many of the tailraces and conduits are no longer in use. Construction of the levee system was completed in February 1950. The City of Holyoke operates and maintains the project.
Performance & Condition General text description of the historical and anticipated performance of the levee, the people and property benefitting from the levee and who may be at risk of flooding, and actions to address areas of concern.
In 2013, USACE performed an evaluation of the levee system aimed at understand the risk to those living and working behind the system. Results of that analysis show that the levee is likely to withstand water to the top of the levee without breaching. However, there has not been a flood event that has loaded the system more than 50% of its capacity. It is important to note that breach is possible. A breach in the system could result in inundation depths of over 22 feet and could result in over $140 million in damages and loss of life. There are uncertainties with the performance of the third level canal wall during flood events due to previously observed movements. As a result, there are some uncertainties with how the system will perform during a flood event.
Flooding Hazard
Historic Loading by Percentage of Height
Info Bubble Representative loading associated with historical flood information as a percentage of the levee height or overtopping.
Loading by Percentage of Heigth Graphic Background 0 Occurrences 0 Occurrences 0 Occurrences 9 Occurrences