Tebolt Run
Tebolt Run is a 3.46 mi (5.57 km) long 2nd order tributary to Big Sandy Creek in Fayette County, Pennsylvania. This is the only stream of this name in the United States.[2]
| Tebolt Run Tributary to Big Sandy Creek | |
|---|---|
|   Location of Tebolt Run mouth   Tebolt Run (the United States) | |
| Location | |
| Country | United States | 
| State | Pennsylvania | 
| County | Fayette | 
| Physical characteristics | |
| Source | Laurel Run divide | 
| • location | about 1 mile northeast of Devies Mountain[1] | 
| • coordinates | 39°44′33″N 079°42′58″W[2] | 
| • elevation | 2,420 ft (740 m)[1] | 
| Mouth | Big Sandy Creek | 
|  • location | about 4 miles northwest of Clifton Mills, West Virginia[3] | 
|  • coordinates | 39°43′40″N 079°39′40″W[2] | 
|  • elevation | 1,549 ft (472 m)[3] | 
| Length | 3.46 mi (5.57 km)[4] | 
| Basin size | 2.80 square miles (7.3 km2)[5] | 
| Discharge | |
| • location | Big Sandy Creek | 
| • average | 6.41 cu ft/s (0.182 m3/s) at mouth with Big Sandy Creek[5] | 
| Basin features | |
| Progression | east-southeast[4] | 
| River system | Monongahela River | 
| Tributaries | |
| • left | unnamed tributaries | 
| • right | unnamed tributaries | 
| Bridges | none | 
Course
    
Tebolt Run rises about 1 mile northeast of Devies Mountain,[1] and then flows east-southeast to join Big Sandy Creek about 4 miles northwest of Clifton Mills, West Virginia.[3]
Watershed
    
Tebolt Run drains 2.80 square miles (7.3 km2) of area, receives about 50.5 in/year of precipitation, has a wetness index of 326.79, and is about 96% forested.[5]
See also
    
    
References
    
- "Get Maps". USGS Topoview. US Geological Survey. Retrieved 29 November 2020.
- "GNIS Detail - Tebolt Run". geonames.usgs.gov. US Geological Survey. Retrieved 29 November 2020.
- "Get Maps". USGS Topoview. US Geological Survey. Retrieved 29 November 2020.
- "ArcGIS Web Application". epa.maps.arcgis.com. US EPA. Retrieved 29 November 2020.
- "Tebolt Run Watershed Report". US EPA Geoviewer. US EPA. Retrieved 29 November 2020.
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