SCS-Cherokee Sandy Site-08 is a state-regulated dam located in Garvin, Oklahoma, specifically in the city of Wynnewood.
Wind
Humidity
It was designed by the USDA NRCS and completed in 1963 for the primary purpose of flood risk reduction along the Willow Sandy Creek. The dam is an earth-type structure with a height of 33 feet and a length of 1530 feet, providing a maximum storage capacity of 1211 acre-feet.
Despite being classified as having a low hazard potential, the dam is considered to have a very high risk due to its location and potential consequences of failure. The dam has a controlled spillway with a width of 1 foot and is equipped with one valve outlet gate for water release. Although the dam has not been inspected since 1980, it is still maintained by the state regulatory agency, OWRB, with regular inspections, permitting, and enforcement in place to ensure its safety and functionality for flood risk mitigation in the region.
For water resource and climate enthusiasts, SCS-Cherokee Sandy Site-08 serves as an important infrastructure for managing flood risks in the region and highlights the ongoing efforts of state agencies to regulate and maintain critical water infrastructure. With its historical significance and continued relevance in flood control, this dam showcases the importance of proactive risk management measures and regular inspections to ensure the safety and integrity of water storage structures in Oklahoma.
Year Completed |
1963 |
Dam Length |
1530 |
Dam Height |
33 |
River Or Stream |
WILLOW SANDY CREEK |
Primary Dam Type |
Earth |
Surface Area |
50 |
Hydraulic Height |
28 |
Nid Storage |
1211 |
Structural Height |
33 |
Outlet Gates |
Valve - 1 |
Hazard Potential |
Low |
Foundations |
Soil |
Nid Height |
33 |
Washita River Near Pauls Valley
|
335cfs |
Rock Creek At Sulphur
|
8cfs |
Canadian River At Purcell
|
208cfs |
Walnut Creek At Purcell
|
29cfs |
Little River Near Tecumseh
|
7cfs |
Pennington Creek Near Reagan
|
7cfs |