Rushcreek Structure No. Ii Reservoir Report
Last Updated: December 5, 2025
Rushcreek Structure No.
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Summary
II, located in Perry County, Ohio, is a significant earth dam designed by the USDA NRCS in 1985 for flood risk reduction along the Turkey Run stream. With a dam height of 31.1 feet and a length of 640 feet, it provides crucial protection to the surrounding area by storing up to 575 acre-feet of water during peak flow events. The dam's purpose is solely focused on flood risk reduction, emphasizing its importance in safeguarding the local community from potential water-related disasters.
Managed and regulated by the Department of Natural Resources in Ohio, Rushcreek Structure No. II has a fair condition assessment as of its last inspection in April 2017, with a significant hazard potential due to its location and function. Despite its moderate risk level, the dam meets governmental guidelines for emergency action plans and risk management measures. While no major modifications have been reported, the dam's operation and maintenance are crucial in ensuring its effectiveness in flood control. Water resource and climate enthusiasts will find Rushcreek Structure No. II to be a compelling example of engineering ingenuity and environmental stewardship in managing water resources for the benefit of local communities.
Year Completed |
1985 |
Dam Length |
640 |
Dam Height |
31.1 |
River Or Stream |
TURKEY RUN |
Primary Dam Type |
Earth |
Surface Area |
8.5 |
Drainage Area |
3.37 |
Nid Storage |
575 |
Outlet Gates |
Uncontrolled |
Hazard Potential |
Significant |
Foundations |
Soil |
Nid Height |
31 |
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.
Rushcreek Structure No. Ii