The Bridford Apartments Dam in Greensboro, North Carolina, is a privately owned structure designed for flood risk reduction on the tributary to Bull Run.
Wind
Humidity
Completed in 1997, this earth dam stands at a hydraulic height of 14.5 feet and a structural height of 19.8 feet, with a length of 300 feet and a storage capacity of 24 acre-feet. Despite its critical purpose, the dam is considered to have a high hazard potential and poor condition assessment, warranting regular inspections and potential risk management measures.
Located in Guilford County, the Bridford Apartments Dam is regulated by the North Carolina Dam Safety Program under the NC Department of Environmental Quality. The dam has a history of state oversight, including permitting, inspections, and enforcement actions when necessary. With a maximum discharge capacity of 989 cubic feet per second, the dam plays a crucial role in mitigating flooding risks in the area. However, its poor condition and high hazard potential highlight the importance of ongoing maintenance and potential upgrades to ensure its effectiveness in protecting downstream communities.
In light of the dam's condition assessment and hazard potential, stakeholders and regulatory agencies must work together to implement risk management measures and ensure the safety and functionality of the Bridford Apartments Dam. With its strategic location in flood-prone areas and its critical role in flood risk reduction, proactive measures must be taken to address any deficiencies and mitigate potential hazards. By prioritizing regular inspections, maintenance, and potential upgrades, the Bridford Apartments Dam can continue to serve its essential purpose effectively while safeguarding surrounding communities from the impacts of flooding.
Year Completed |
1997 |
Dam Length |
300 |
River Or Stream |
Trib to Bull Run |
Primary Dam Type |
Earth |
Surface Area |
2 |
Hydraulic Height |
14.5 |
Drainage Area |
146 |
Nid Storage |
24 |
Structural Height |
19.8 |
Hazard Potential |
High |
Nid Height |
20 |