Bahala Creek Ws Str 2 Dam Reservoir Report
Last Updated: December 6, 2025
Bahala Creek WS Str 2 Dam, also known as Atty R E Jones and Others, is a vital flood risk reduction structure located in Lincoln, Mississippi.
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Summary
Built in 1976 by the USDA NRCS, this earth dam stands at a height of 31 feet and has a storage capacity of 1,250 acre-feet. Situated on the Little Bahala Creek, it is regulated by the Mississippi Department of Environmental Quality and is subject to state permitting, inspection, and enforcement.
Despite its important role in mitigating flood risks, the dam's condition assessment is rated as poor with a high hazard potential. The last inspection in April 2020 highlighted the need for improvements to ensure public safety. With a moderate risk assessment rating, there is a pressing need for risk management measures to be implemented to address the dam's deficiencies and enhance its overall safety. As water resource and climate enthusiasts, it is crucial to monitor the maintenance and upkeep of Bahala Creek WS Str 2 Dam to protect both the environment and surrounding communities from potential disasters.
Year Completed |
1976 |
Dam Height |
31 |
River Or Stream |
LITTLE BAHALA CREEK |
Primary Dam Type |
Earth |
Drainage Area |
2.55 |
Nid Storage |
1250 |
Outlet Gates |
Uncontrolled |
Hazard Potential |
High |
Foundations |
Soil |
Nid Height |
31 |
Seasonal Comparison
Weather Forecast
Nearby Streamflow Levels
Pearl River Nr Rockport
|
1230cfs |
Pearl River Nr Monticello
|
1640cfs |
Homochitto River At Eddiceton
|
94cfs |
Bogue Chitto Nr Tylertown
|
1020cfs |
Strong River At D`Lo
|
286cfs |
Bayou Pierre Nr Willows
|
611cfs |
Dam Data Reference
Condition Assessment
SatisfactoryNo existing or potential dam safety deficiencies are recognized. Acceptable performance is expected under all loading conditions (static, hydrologic, seismic) in accordance with the minimum applicable state or federal regulatory criteria or tolerable risk guidelines.
Fair
No existing dam safety deficiencies are recognized for normal operating conditions. Rare or extreme hydrologic and/or seismic events may result in a dam safety deficiency. Risk may be in the range to take further action. Note: Rare or extreme event is defined by the regulatory agency based on their minimum
Poor A dam safety deficiency is recognized for normal operating conditions which may realistically occur. Remedial action is necessary. POOR may also be used when uncertainties exist as to critical analysis parameters which identify a potential dam safety deficiency. Investigations and studies are necessary.
Unsatisfactory
A dam safety deficiency is recognized that requires immediate or emergency remedial action for problem resolution.
Not Rated
The dam has not been inspected, is not under state or federal jurisdiction, or has been inspected but, for whatever reason, has not been rated.
Not Available
Dams for which the condition assessment is restricted to approved government users.
Hazard Potential Classification
HighDams assigned the high hazard potential classification are those where failure or mis-operation will probably cause loss of human life.
Significant
Dams assigned the significant hazard potential classification are those dams where failure or mis-operation results in no probable loss of human life but can cause economic loss, environment damage, disruption of lifeline facilities, or impact other concerns. Significant hazard potential classification dams are often located in predominantly rural or agricultural areas but could be in areas with population and significant infrastructure.
Low
Dams assigned the low hazard potential classification are those where failure or mis-operation results in no probable loss of human life and low economic and/or environmental losses. Losses are principally limited to the owner's property.
Undetermined
Dams for which a downstream hazard potential has not been designated or is not provided.
Not Available
Dams for which the downstream hazard potential is restricted to approved government users.
Bahala Creek Ws Str 2 Dam