Mcnary Lock And Dam - Richland Levee 2c Reservoir Report

Last Updated: December 14, 2025

Mcnary Lock and Dam - Richland Levee 2c, located in Kennewick, Oregon, is a vital flood risk reduction structure along the Columbia River.


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Summary

Built in 1952 by the US Army Corps of Engineers, this earth dam stands at 30 feet high and is part of a network of 12 associated structures. With a primary purpose of flood risk reduction, the dam plays a crucial role in managing water levels and maintaining structural integrity during severe weather events.

The US Army Corps of Engineers closely monitors the condition of Mcnary Lock and Dam to mitigate potential hazards and ensure the safety of surrounding communities. By engaging with emergency managers and the public, the Corps raises awareness about the dam and collaborates on emergency preparedness measures. Regular inspections, maintenance, and updates to the emergency action plan are conducted to uphold the dam's functionality and readiness in case of a dam-related emergency.

While dams cannot eliminate all flood risks, the USACE's proactive risk management approach for Mcnary Lock and Dam includes prioritizing impactful activities, collaborating with local stakeholders, and staying vigilant for potential issues. As water management and climate challenges continue to evolve, the Corps remains committed to safeguarding the dam and its surrounding areas from the impacts of extreme weather events.

Year Completed

1952

Dam Height

30

River Or Stream

COLUMBIA

Primary Dam Type

Earth

Hazard Potential

High

Nid Height

30
       
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.