Creswell Lake#29 Reservoir Report
Nearby: Creswell Lake#35 Creswell Lake#23
Last Updated: December 13, 2025
Creswell Lake#29 is a private water resource located in Gibson County, Tennessee, with a maximum storage capacity of 231 acre-feet and a normal storage of 129 acre-feet.
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Summary
The dam, constructed in 1968, is primarily an earth structure with a hydraulic height of 9.8 feet and a structural height of 12.8 feet. The spillway type is uncontrolled, indicating a low hazard potential and a moderate risk assessment rating.
Despite being a private facility, Creswell Lake#29 falls under the jurisdiction of the Memphis District of the US Army Corps of Engineers. The dam has not been rated for its condition assessment, and the last inspection was conducted in 2017 with a frequency of every 5 years. The dam does not have an Emergency Action Plan (EAP) in place, and there are no inundation maps prepared for the area. Overall, the risk management measures for Creswell Lake#29 are currently unspecified, but the risk assessment indicates a moderate level of risk.
Water resource and climate enthusiasts interested in Creswell Lake#29 can appreciate its role in providing water storage and flood control in the region. With a focus on safety and risk management, there is potential for further research and improvements to ensure the long-term sustainability and resilience of this private dam in Tennessee.
Year Completed |
1968 |
Primary Dam Type |
Earth |
Surface Area |
33 |
Hydraulic Height |
9.8 |
Nid Storage |
231 |
Structural Height |
12.8 |
Outlet Gates |
None |
Hazard Potential |
Low |
Nid Height |
13 |
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.
Creswell Lake#29