Charles Mill Dam - Dike 2 Reservoir Report

Last Updated: December 5, 2025

Charles Mill Dam - Dike 2, located in Mifflin, Ohio, is a Federal-owned earth dam constructed in 1936 by the US Army Corps of Engineers on the Black Fork of Mohican River.


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Summary

This dam stands at a hydraulic height of 8 feet and a structural height of 22 feet, with a length of 325 feet and a storage capacity of 43,000 acre-feet. While the dam does not have a spillway, it is equipped to manage water levels and maintain structural integrity through controlled releases.

With a high hazard potential and risk assessment rating of 2, the US Army Corps of Engineers actively manages flood risks associated with Charles Mill Dam. This includes regular monitoring, prioritizing maintenance activities, and engaging with emergency managers and the public to raise awareness and prepare for dam-related emergencies. The Corps also collaborates with local authorities to update emergency action plans and ensure the dam's proper functioning through maintenance and repairs.

Despite the inherent risks of flooding and water management, the US Army Corps of Engineers continues to work diligently to mitigate potential issues at Charles Mill Dam - Dike 2. By prioritizing safety, proactive monitoring, and community engagement, the Corps aims to ensure the dam's resilience and effectiveness in protecting the surrounding area from flood events.

Year Completed

1936

Dam Length

325

River Or Stream

BLACK FORK OF MOHICAN RIVER

Primary Dam Type

Earth

Hydraulic Height

8

Nid Storage

43000

Structural Height

22

Hazard Potential

High

Nid Height

22
       
Seasonal Comparison

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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.