Jones Irrigation Pond Dam Reservoir Report

Last Updated: December 5, 2025

Jones Irrigation Pond Dam is a privately owned structure located in the Union Church Community of Wilcox, Georgia.


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Summary

Built in 1948 by designer Hardy Chapin, this earth dam stands at a height of 12 feet and stretches 680 feet in length. With a storage capacity of 75 acre-feet, the dam primarily serves the purpose of recreation for local residents.

Although the dam is categorized as having a low hazard potential and is currently rated as "Not Rated" in terms of condition assessment, there is no state regulation, inspection, or enforcement in place. Despite these factors, the risk assessment for Jones Irrigation Pond Dam is considered moderate, with a focus on implementing risk management measures to ensure its continued safety and functionality. The dam's spillway type is labeled as uncontrolled, with uncontrolled outlet gates.

Overall, Jones Irrigation Pond Dam presents an intriguing case study for water resource and climate enthusiasts due to its historical significance, unique design features, and the need for ongoing risk management efforts. As a key recreational structure in the area, it serves as a reminder of the importance of balancing human-made infrastructure with environmental considerations in the management of water resources.

Year Completed

1948

Dam Length

680

Dam Height

12

River Or Stream

UNKNOWN

Primary Dam Type

Earth

Surface Area

12

Drainage Area

110

Nid Storage

75

Outlet Gates

Uncontrolled

Hazard Potential

Low

Foundations

Unlisted/Unknown

Nid Height

12
       
Seasonal Comparison

Weather Forecast

Dam Data Reference

Condition Assessment

Satisfactory
No 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

High
Dams 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.