Johnson Creek Dam Reservoir Report

Last Updated: December 5, 2025

Johnson Creek Dam, located in Marion, Texas, is a privately owned structure designed by FREESE AND NICHOLS AND ENDRESS.


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Summary

Completed in 1961, this earth dam stands at a height of 60 feet and has a storage capacity of 21,716 acre-feet. The dam, situated on Johnson Creek, serves various purposes and is regulated by the Texas Commission on Environmental Quality (TCEQ).

With a spillway width of 314 feet and a maximum discharge of 19,639 cubic feet per second, Johnson Creek Dam plays a crucial role in managing water flow in the area. The dam's inspection frequency is every 5 years, with the most recent assessment in April 2021 rating its condition as satisfactory. While the hazard potential is not available, the risk assessment categorizes it as moderate (3), indicating a level of risk that should be carefully managed.

Overall, Johnson Creek Dam is a vital infrastructure for water resource management in Marion, Texas. Its design and construction reflect a commitment to safety and efficiency, with ongoing inspections to ensure its structural integrity. As a key component in the local water system, the dam continues to be an essential resource for climate and water enthusiasts interested in sustainable water management practices.

Year Completed

1961

Dam Length

2530

Dam Height

60

River Or Stream

JOHNSON CREEK

Primary Dam Type

Earth

Surface Area

651

Hydraulic Height

60

Drainage Area

11

Nid Storage

21716

Structural Height

60

Outlet Gates

Uncontrolled - 2, Valve - 2

Hazard Potential

Not Available

Foundations

Soil

Nid Height

60
       
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.