Jenkins No 2 Reservoir Report
Nearby: Jenkins No 1 Jenkins No 3
Last Updated: December 5, 2025
Jenkins No 2, also known as Jenkins Upper Dam, is a private recreational dam located in Etowah, Alabama.
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Summary
Built in 1956, this earthen dam stands at a hydraulic height of 19 feet and has a length of 600 feet. With a storage capacity of 90 acre-feet, Jenkins No 2 serves primarily for recreational purposes and has a low hazard potential.
Situated on the TR Samuels Chapel Creek in Samuels Chapel, this dam is managed by a private owner and is not regulated by the state authorities. Despite its age, Jenkins No 2 has not been rated for its condition assessment, and there is no information available regarding its emergency action plan or risk management measures. The dam has a maximum discharge capacity of 475 cubic feet per second, making it an important feature for water resource and climate enthusiasts to monitor in terms of its potential impact on the surrounding area.
Overall, Jenkins No 2 offers a fascinating glimpse into the history of dam construction in Alabama and provides a valuable resource for recreational activities in the region. With its unique design and location, this dam serves as a reminder of the importance of proper maintenance and monitoring to ensure the safety and longevity of water infrastructure in the face of changing climate conditions.
Year Completed |
1956 |
Dam Length |
600 |
River Or Stream |
TR SAMUELS CHAPEL CREEK |
Primary Dam Type |
Earth |
Hydraulic Height |
19 |
Nid Storage |
90 |
Structural Height |
19 |
Hazard Potential |
Low |
Nid Height |
19 |
Seasonal Comparison
Weather Forecast
Nearby Streamflow Levels
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.
Jenkins No 2