Russell County, Kentucky

 

KARST GEOLOGY

 

The term "karst" refers to a landscape characterized by sinkholes, springs, sinking streams (streams that disappear underground), and underground drainage through solution-enlarged conduits or caves. Karst landscapes form when slightly acidic water from rain and snow-melt seeps through soil cover into fractured and soluble bedrock (usually limestone, dolomite, or gypsum). Sinkholes are depressions on the land surface where water drains underground. Usually circular and often funnel-shaped, they range in size from a few feet to hundreds of feet in diameter. Springs occur when water emerges from underground to become surface water. Caves are solution-enlarged fractures or conduits large enough for a person to enter.

 

 

Sinkholes such as this one (right center) may appear overnight when the soil plug at their base collapses into a fracture or cave in the underlying limestone. Photo by Bart Davidson, Kentucky Geological Survey.

 

 

 

These cattle are resting near a pond that is probably a sinkhole pond, meaning that it is connected to the limestone aquifer by fractures in the bedrock, but is plugged with soil. Cattle feedlots or pastures such as this can cause increased nitrates in groundwater if the ponds or feedlots drain into the aquifer. Photo by Bart Davidson, Kentucky Geological Survey.

 

 

 

Cover-collapse sinkholes such as this one may appear overnight when the soil plug at their base collapses into a fracture or cave in the underlying limestone. These are direct conduits to the local aquifer, and as such are susceptible to contamination by garbage dumping and accidental spills. They are also hazards to public safety. Photograph by Bart Davidson, Kentucky Geological Survey.

 

 

 

ENVIRONMENTAL PROTECTION

 

 

 

 

Never use sinkholes as dumps. All waste, but especially pesticides, paints, household chemicals, automobile batteries, and used motor oil, should be taken to an appropriate recycling center or landfill.

 

Make sure runoff from parking lots, streets, and other urban areas is routed through a detention basin and sediment trap to filter it before it flows into a sinkhole.

 

Make sure your home septic system is working properly and that it's not discharging sewage into a crevice or sinkhole.

 

Keep cattle and other livestock out of sinkholes and sinking streams. There are other methods of providing water to livestock.

 

See to it that sinkholes near or in crop fields are bordered with trees, shrubs, or grass buffer strips. This will filter runoff flowing into sinkholes and also keep tilled areas away from sinkholes.

 

Construct waste-holding lagoons in karst areas carefully, to prevent the bottom of the lagoon from collapsing, which would result in a catastrophic emptying of waste into the groundwater.

 

If required, develop a groundwater protection plan (410KAR5:037) or an agricultural water-quality plan (KRS224.71) for your land use.

 

(From Currens, 2001)

 

 

CONSTRUCTION IN KARST AREAS

 

 

 

 

Cover-collapse sinkholes (outlined in red) are typical in areas of karst geology. Many sinkholes such as these have not been mapped. The construction implications of these features must be addressed for any type of development. Photo by Bart Davidson, Kentucky Geological Survey.

 

 

RESIDENTIAL CONSTRUCTION

 

 

Limestone terrain can be subject to subsidence hazards, which usually can be overcome by prior planning and site evaluation. "A" shows construction above an open cavern, which later collapses. This is one of the most difficult situations to detect, and the possibility of this situation beneath a structure warrants insurance protection for homes built on karst terrain. In "B," a heavy structure presumed to lie above solid bedrock actually is partially supported on soft, residual clay soils that subside gradually, resulting in damage to the structure. This occurs where inadequate site evaluation can be traced to lack of geophysical studies and inadequate core sampling. "C" and "D" show the close relationship between hydrology and subsidence hazards in limestone terrain. In "C," the house is situated on porous fill (light shading) at a site where surface and groundwater drainage move supporting soil (darker shading) into voids in limestone (blocks) below. The natural process is then accelerated by infiltration through fill around the home. "D" shows a karst site where normal rainfall is absorbed by subsurface conduits, but water from infrequent heavy storms cannot be carried away quickly enough to prevent flooding of low-lying areas. Adapted from AIPG (1993).

 

 

 

SWELLING SHALES AND SOILS

 

A problem of considerable concern in this area is the swelling of some of the clay minerals in shales. This process is exacerbated when the shale contains the mineral pyrite (fool's gold), such as is the case in the Chattanooga Shale. Pyrite is a common mineral and can be found distributed throughout the black shale, although it is not always present and may be discontinuous both vertically and horizontally. In the presence of moisture and oxygen, pyrite oxidizes and produces sulfuric acid. The acid reacts with calcium carbonates found in water, the rock itself, crushed limestone, and concrete. This chemical reaction produces sulfate and can form the mineral gypsum, whose crystallization can cause layers of shale to expand and burst, backfill to swell, and concrete to crack and crumble. It can heave the foundation, the slab and  interior partitions resting on it, and can even damage upper floors and interior partitions. This phenomenon has been responsible for extensive damage to schools, homes, and businesses in Kentucky. 

 

We strongly suggest that anyone planning construction on these shales seek professional advice from a geologist or engineer familiar with the problem.

 

 

 

The Chattanooga Shale, is the equivalent of the New Albany Shale in Estill County, which is well known for exhibiting pyrite expansion. The telltale yellow weathering usually denotes the presence of pyrite. Care must be taken to check for swelling shales when building on this material. Photo by Bart Davidson, Kentucky Geological Survey.

 

RADON

 

Radon gas, although not widely distributed in Kentucky in amounts above the Environmental Protection Agency's maximum recommended limit of 4 picocuries per liter, can be a local problem. The bedrock composed of limestone/dolomite/shale in the county may contain high levels of uranium or radium, parent materials for radon gas. This rock and several other limestones in the state locally contain the phosphate mineral apatite. Uranium is sometimes part of the apatite structure, and when the limestone weathers away the phosphates containing uranium become concentrated in the soil and ultimately can give rise to high levels of radon. Homes in these areas should be tested for radon, but the homeowner should keep in mind that the health threat results from relatively high levels of exposure over long periods of time, and the remedy may simply be additional ventilation of the home. 

 

 

 

 

EPA recommends action be taken if indoor levels exceed 4 picocuries per liter, which is 10 times the average outdoor level. Some EPA representatives believe the action level should be lowered to 2 picocuries per liter; other scientists dissent and claim the risks estimated in this chart are already much too high for low levels of radon. The action level in European countries is set at 10 picocuries per liter. Note that this chart is only one estimate; it is not based upon any scientific result from a study of a large population meeting the listed criteria. (From the U.S. Environmental Protection Agency, 1986.)

 

EROSION CONTROL

 

 

During construction, erosion-control fences such as these may be needed to prevent silt from entering local streams. Photo by

Bart Davidson, Kentucky Geological Survey.

 

 

Riprap drainage control and erosion protection. Photo by Stephen Greb, Kentucky Geological Survey.

 

 

GROUNDWATER

 

In the northwestern third of Russell County about three-quarters of the drilled wells yield enough water for domestic use. Throughout the rest of the county, only a few wells yield enough water for a domestic supply, except in areas close to the Cumberland River in the southern end of the county. In the southern end of the county most wells are adequate for a domestic supply, especially wells that penetrate small solution openings within the limestone bedrock.

 

For more information on the groundwater resources of the county, see Carey and Stickney (2004).

 

 

 

A cattle watering trough, probably fed from the nearby water well. Such wells are often the most economical source of water for rural communities. Photo by Bart Davidson, Kentucky Geological Survey.

 

 

SOURCE WATER PROTECTION AREAS

 

In source-water protection areas, activities are likely to affect the quality of the drinking-water source. For more information, see kgsweb.uky.edu/download/water/swapp/swapp.htm.

 

 

WATER RESOURCES

 

Constructed between 1941 and 1950, Wolf Creek Dam is a comprehensive flood-control system for the Cumberland River. It impounds Lake Cumberland, one of the largest lakes in Kentucky and a vital source of tourism for Kentucky. Photo by Bart Davidson, Kentucky Geological Survey.

 

 

 

Wolf Creek National Fish Hatchery, located next to Wolf Creek Dam, produces over a million pounds of trout annually. Water feeding the hatchery comes from Lake Cumberland at a rate of 10,000 gallons per minute, and is between 40 and 65 degrees Fahrenheit. Photo by Bart Davidson, Kentucky Geological Survey. 

 

 

A power transmission line from nearby Wolf Creek Dam crosses southern Russell County near Creelsboro. Power line right-of-ways must be taken into account for land-use planning purposes. Photo by Bart Davidson, Kentucky Geological Survey.

 

 

POND CONSTRUCTION

 

 

Successful pond construction must prevent water from seeping through structured soils into limestone solution channels below. A compacted clay liner, or artificial liner, may prevent pond failure. Getting the basin filled with water as soon as possible after construction prevents drying and cracking, and possible leakage, of the clayey soil liner. Ponds constructed in dry weather are more apt to leak than ponds constructed in wet weather. The U.S. Department of Agriculture--Natural Resources Conservation Service can provide guidance on the application of these liners to new construction, and for treatment of existing leaking ponds. Illustration by Paul Howell, U.S. Department of Agriculture--Natural Resource Conservation Service.

 

Dams should be constructed of compacted clayey soils at slopes flatter than 3 units horizontal to 1 unit vertical. Ponds with dam heights exceeding 25 feet, or pond volumes exceeding 50 acre-feet, require permits. Contact the Kentucky Division of Water, 14 Reilly Rd., Frankfort, KY 40601, telephone: 502.564.3410.

 

 

MAPPED SURFACE FAULTS

 

Faults are common geologic structures across Kentucky, and have been mapped in many of the Commonwealth's counties. The faults shown on this map represent seismic activity that occurred several million years ago at the latest. There has been no activity along these faults in recorded history. Seismic risk associated with these faults is very low. Faults may be associated with increased fracturing of bedrock in the immediately adjacent area. This fracturing may influence slope stability and groundwater flow in these limited areas.

 

 

 

TOURISM

 

 

The Creelsboro Arch, locally known as the Rockbridge, in southwestern Russell County, is formed from limestone in the Mississippian Fort Payne formation. While not officially a state park, it is protected by the landowner and is a common destination for tourists and artists. Photo by Bart Davidson, Kentucky Geological Survey.