Special publication 26:

Subsidence Above Inactive Coal Mines: Information for the Homeowner

by J.E. Turney

Colorado Geological Survey
and
Colorado Mined Land Reclamation
Division Inactive Mine Reclamation Program
Denver, Colorado
Department of Natural Resources
State of Colorado
1985

This report was funded by the Colorado Mined Land Reclamation Division, Inactive Mine Reclamation Program Through U.S. Government Grant No. G5137081

Table of Contents

Introduction

The dictionary defines subsidence as the action of sinking and settling. The earth’s surface can subside because of underground mining.

Subsidence or the sinking of the ground surface due to mining starts with the removal of coal from underground (Figure 1). Gravity and the weight of the overlaying rock causes the layers of rock to shift and sink downward into the void left by the removal of coal. Ultimately, this process can affect the surface, causing the ground to sag and crack and holes to form, which may severely damage or destroy residences. A few inches of differential subsidence beneath a residential structure can cause several thousand dollars worth of damage.

Subsidence can happen suddenly and without warning. Detailed investigations of an undermined area are needed before development to resolve the magnitude of the subsidence hazard and to determine if safe construction is possible. While investigations after development can determine the extent of undermining and potential subsidence, often, existing buildings cannot be protected against subsidence hazards. This is because of the inability of available technology to predict exactly where, when and how much subsidence will take place at a given spot and the cost of remedial measures.

The following information is meant to be an introduction to mine subsidence over inactive coal mines and associated hazards. Specific mine subsidence information can be found in several publications listed in Appendix C. These books and maps provide technical information on subsidence and specific data for Colorado.

Technical and geological terms found in this report and commonly found in subsidence investigations are defined in the glossary, Appendix D.

The homeowner or prospective buyer should consider this material before purchasing a house or property over inactive mines or purchasing subsidence insurance.

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Inactive Coal Mine Subsidence

Coal mining in Colorado started in the 1860’s and is a continuing activity in many areas of Colorado. As of August 1977, Federal and State law requires that potential surface subsidence be taken into account in mining plans. But prior to that time, the effect of mining on the surface was not fully considered. A lack of awareness of abandoned mines combined with urban expansion has caused homes to be built over these old mines. Subsidence over abandoned coal mines is a potential hazard for an estimated 13,000 people and 5,000 houses along the Front Range Urban Corridor (1985 figures).

Where Coal and Coal Mines Occur

Coal deposits are located in eight geologic basins in the eastern and western portions of Colorado (Figure 2). The coal is found as layers within sedimentary rocks composed of sand (sandstone), clay (shale, mudstone) and silt (siltstone). Figure 3 shows a general stratigraphic section of the Denver region.

Coal was formed millions of years ago in shallow, marshy areas where plant debris and organic matter accumulated and was then buried by other sediments. The organic matter was compacted by these overlying sediments to form coal. Typically, nearly horizontal layers of coal and sediments are present in the center of the basins but these layers may become nearly vertical near the basin edges (Figure 4).

Mines were opened where coal beds were relatively shallow (0 to 500 feet deep), thick and extensive enough to be economical. The discontinuous and irregular nature of the coal beds caused the mines to be randomly distributed within the geologic basins and in the shallow parts on the edges of basins. Figure 5 is a map of inactive coal mines. Mining methods, depth of mining, and amount of subsidence varies across the state and within individual coalfields. Coal mining methods also influence the kind and amount of subsidence that can appear at the surface.

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Mining Methods

Room and Pillar Mining

Room and pillar mining is the mining technique used almost exclusively in early Colorado mining and is still in use today (Figure 6a). Approximately 50 to 80 percent of the coal was removed by this method. In the room and pillar technique, a shaft or adit was driven or dug to the layer of coal. Passageways or haulageways were excavated in the coal seam; openings or rooms of coal were dug out on either side of the tunnel; and the coal was hauled out of the mine.

Between the rooms, pillars of coal were left in place to support the roof of the mine. Timber was also used for support. In early mines, rooms varied in size and shape. Figure 6b is an aerial photo of a shallow room and pillar mine. Later mines developed regular patterns which increased ventilation and added greater strength to haulageways. Large barrier pillars of coal may have been left in place to mark the edge of the coal mine or support a surface feature such as a railroad, road or stream. This was done to prevent surface subsidence.

When the coal bed "ran out" or a mine’s legal access to a particular seam ended, the miner’s started to "pull pillars" at the back of the mine. Ideally, pillars were removed until the roof started to cave in and settle. In reality, pillars were not always removed in a systematic manner and may pillars were left to support the roof.

In some cases, coal was "poached" or more coal was removed form an area than would be noted on the mine map. Also, many mines were mislocated relative to surface features due to surveying errors. Consequently, the precise location and extent of underground mines can be difficult to determine. The underground workings of almost all abandoned mines are now inaccessible due to flooding and caving. The possible inaccuracies in mining records and the inability to determine present mine conditions combining to make subsidence resulting from room and pillar mining unplanned and unpredictable.

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Longwall Mining

Longwall mining is a mining technique where subsidence is expected and planned (Figure 7). In some inactive coal mines, a combination of a longwall type of mining and room pillar mining techniques have been used. Generally, this mining technique has not been used extensively in Colorado. In this high coal-extraction method a panel of coal is removed in the form of a large continuous room, leaving the roof unsupported except along the face of coal being mined by machinery. As the working face advances, the roof sags into the mines void, as shown in Figure 8. This is more likely to produce an immediate effect at the surface. Many of the subsidence prediction theories have been developed in Great Britain where longwall mining has been practiced for many years.

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When and How Much Subsidence Can Occur

Where longwall mining is active and subsidence is a well-documented and predictable action, surface response to ongoing mining can be accurately estimated. However, in the case of room and pillar mines, especially where they are inaccessible and record-keeping may be inaccurate, predictions of when subsidence will happen are not possible. Several factors contribute to the timing of caving at the mine level and subsidence appearing at the surface. Pillars and timber left in place can hold the roof of the mine up for long periods of time. Generally, the smaller the void width and the greater the number of pillars, the longer the roof can be supported.

Groundwater in the mine provides a buoyant force that helps support the ceiling. Also, pillars retain their strength because the lack of oxygen in the water-filled mine prevents the chemical breakdown of the coal. Therefore, water level changes in the mine increase the chance of pillar failure. Changes can contribute to the initiation of subsidence 100 years or longer after the mine closes. Once block caving or sagging occurs in the mine, time and the physical characteristics of the void space and overburden will determine if subsidence reaches the surface and how much subsidence takes place. How much subsidence will occur and the features that will appear at the surface depend not only on the type of mining but on geology and several physical features of the voids left by mining. Some general rules of thumb are: --The larger the mine opening height and width, the larger the subsidence feature at the surface; --The deeper the mine below ground, the more subtle the surface subsidence evidence; --The strength of the rock above the coal seam influences whether subsidence will reach the surface and the kind of features that can appear. Additionally, the number of fractures and joints in the rocks above the coal and faults present in the area may determine whether caving or trough subsidence reach the ground surface.

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Subsidence Features

Holes

Subsidence pits, chimneys and potholes are names for holes of various sizes that appear at the surface over mines (Figure 9). Holes occur as caving allows voids to migrate upward from the mine. Holes are usually circular in shape but can be of different diameters and depths. When newly formed, pits have vertical walls or bell-shaped walls.

Figure 10 shows a cross section of a hole that formed under a Colorado Springs residence. Bell-shaped pits, also known as crown holes, show a small opening at the surface which widens with depth. In areas that have thick soils or unconsolidated sediments, a pit can be deeper than the thickness of coal removed from the mine. This happens when the loose surfacial material is washed into the mine and dispersed by groundwater movement.

Subsidence features can occur over relatively flat lying coal seams in the center of geologic basins and over the steeply dipping coal seams on the edge of basins. From dipping coal beds voids can migrate vertically and up-dip along the seam toward the surface; a process called stoping. Pits usually form over shallow mines where mining is within 100 feet of the surface. However, in Colorado pits have been found over mines as deep as 350 feet. Once at the surface, holes usually develop over a few days and represent mostly vertical movement.

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Sags or Toughs

Trough subsidence forms as a gentle depression over a large area. Sags can occur where a large panel of coal was mines, or where several adjacent pillars have failed simultaneously (Figure 11). Over time, the weight of the overburden overcomes the strength of the coal left in the pillars. A small or especially weak pillar may collapse suddenly. The weight carried by this pillar is then transferred to adjacent pillars. This sudden change can cause several pillars to fail in a chain reaction until a new equilibrium is reached. As the roof sags into the void, the surface sags correspondingly.

As the ground sags, it pulls away from the edge of the trough and creates tension cracks around the perimeter (Figure 12). Correspondingly, the ground is compressed in the center of the trough and a small ridge can form. The surface tilts where the ground curves into the trough. This activity produces vertical movement, and several other physical processes illustrated in Figure 13. These processes result in horizontal tension and compression and tilt of the ground surface.

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Mine Openings

Mine entries represent a special case of potential subsidence. Vertical or near vertical shafts were often closed by dumping mine debris and waste into the shaft; often little attention was given to the long-term stability of the fill. This uncompacted material can fall downward and reopen the shaft, often to great depths. Figure 14 is a sketch of a shaft in Fremont County. Horizontal and inclined mine entrances, often enter the mine through unconsolidated surfacial material and can be near the surface for tens of feet (Figure 15). These shallow features may cave because of extra surface weight or vibrations as slight as the weight of a person walking across the surface. Collapse of shafts and adits are usually very sudden, very dangerous and can be extensive.

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Subsidence Hazard Area Identification

A residence or other structure may be subject to subsidence if it is located over or close to an undermined area. Therefore, the first step in determining the subsidence potential at a specific location is to discover if the area is undermined.

Several published sources of information are available for the locations of inactive mines. Maps showing the extent of inactive coal mines (Figure 16 and 17) are available from the Colorado Mined Land Reclamation Division, Inactive Mine Reclamation Program and the Colorado Geological Survey.

More specific locations and mine outlines are present on the mine maps themselves. These maps were filed on a yearly basis with the Colorado Division of mines beginning in the 1880’s. These two types of maps, provide factual information such as mine location, specific locations of mine openings and existing surface subsidence features.

This historical background information has been used to predict subsidence hazards on a regional basis as well as for small areas, such as subdivision developments. Depth of mining, thickness of mined coal seam, existence of multiple mining levels and remaining coal pillars are the types of information used to estimate degrees of potential subsidence hazards for a particular coal mine. Detailed mine investigations include the drilling of holes for data to determine the present condition of the mine and test the investigators predictions.

Township, Range and Section lines are the legal basis for locating a piece of property. A consistent system is necessary to locate a specific piece of property on extent of mining maps and mine maps of different scales. While there are some cultural features such as streets on the extent of mining maps, subdivision names, block and lot numbers do not provide enough information to locate a building or lot. A legal description and a street map will usually provide enough information to approximately locate a city block area on the topographic base on which the extent of mining maps are printed. Examples of these maps are shown in Figure 16 and Figure 17. If an examination of the extent of mining maps shows that a given piece of property is over or close to an old coal mine, additional detailed information is available from mine maps at the Colorado Division of Mines. These maps show the mine plan relative to a surface legal description such as Township, Range and Section. However, the maps should be used with some caution. Many of the old maps have surveying errors, the extent of mining may be in error and pillars are shown as removed when they may still be in place. In addition, there are many coal mines that have records for production, name and date of mining but the location is unknown. Because of this uncertainty, any buildings located close to mine areas may be subject to subsidence.

House Bill 1041 (CRS 1973, 29-20-101, et. Seq.) identifies mine subsidence as a geologic hazard and Senate Bill 35 9CRS 1973, 30-28-101, 110 (3) - (5), 133-137), requires that geologic hazards be evaluated in a geologic report prior to final property subdivision. Senate Bill 35 affects county land outside incorporated towns and cities. Some recent housing developments in the Front Range Urban Corridor have had subsidence hazard investigation completed prior to development. Individual site-specific investigations examine the available data and drill exploratory holes for site specific information on the present condition of the mine. These investigations are completed to determine the following: (1) if mining exists under site; (2) if void space is still present underground; (3) if subsidence has taken place (from drill hole data and surface evidence); (4) how the subsidence hazard can affect proposed development; (5) if safe building areas exist; (6) what areas should be avoided.

These studies, when available are often on file with the builder, city or county. They also may be available for inspection from the files of the Colorado Geological Survey. To determine if one of these studies is available for a specific subdivision, the subdivision name (as platted) and location should be known.

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Identifying Subsidence Damage

Pit subsidence and trough subsidence, because of their different physical processes, will produce different types of damage. The vertical drop of pit subsidence can be damaging to buildings. However, a driveway (as in Figure 18) or major structural member of a building (Figure 19) can often bridge a hole for a short time.

The tension and tilt of trough subsidence provide the strains and differential movement that can severely damage buildings and utilities. Buildings can be pulled apart as the ground pulls away from and tilts into the edge of a trough (Figure 20). Utilities such as water, sewer, phone and gas lines can be disrupted by these processes (Figure 21).

Damage to residential buildings may suddenly appear as: (1) Sudden cracks in brick or stone facing; (2) sags in roofline; (3) separation of steps or fireplace from building; (4) sudden appearance or widening of cracks in drywall or plaster; (5) pits or sags around the building or regular pattern of cracks in ground (that lead to cracks in building); (Figure 22) (6) distorted window and door frames and sticking of windows and doors; (7) basement or foundation pulling away from building or superstructure; (8) sudden pits or sags around the home and popping or cracking noises.

Damage to Roads: (1) Cracked, sagging or tilting concrete or asphalt. (Figure 23)

Damage to Utilities: (1) Sudden breaks in brittle water and sewer pipes; (2) saturated ground; (3) dirty tap water; (4) gas leaks; (5) gravity flow systems such as water and sewer lines may drain improperly.

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Other processes That Can Cause Damage Similar to Subsidence

The most common and extensive damage to construction in Colorado is caused by swelling clay soil. Other processes duplicate the damage caused by subsidence. The most common mechanisms: swelling soils, poor and inappropriate construction techniques, piping and hydrocompaction are discussed below.

Changes in moisture content in some clay soils and rock changes the volume of the soils and can heave and buckle floor slabs. Loss of moisture can shrink soils, causing loss of support to foundation walls. This stress is transferred to building superstructures, producing cracks in drywall, brick facings and distressed windows and doors (Figure 24). Soil pressures can also heave and crack roads and sidewalks and break utility lines. Trees and other plants can pull water out of clay soils, causing the soil to shrink. In some cases, soils have shrunk away from foundation allowing them to settle and crack or tilt outward. Keeping the water content constant in soil prevents volume changes and damage. The most effective method of controlling changes in soil moisture around a building is careful control of surface and subsurface drainage.

Poor construction methods: low quality concrete mix, settlement of backfill, and poor structural support can cause foundation and internal building damage. Inappropriate construction techniques, which are not suitable for swelling soils, have been used along the Colorado Front Range urban corridor.

Piping is the process where fine grained sediments are removed by flowing water. This can create a cavity next to water and sewer lines and down-spouts. Subsidence of overlying material into these cavities can look like mine subsidence.

Some soils are deposited such that a very open structure exists between soil grains. The internal structure may give the material great strength when dry but may compact when loaded or when excessive moisture is added to the soil. Hydrocompaction occurs as lawn watering or water leaks weaken the internal structure of the soil and cause compaction (Figure 25).

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Measures to Minimize Subsidence Damage

Existing Structures

There is no method to determine when subsidence will occur over abandoned room and pillar mines. Some buildings constructed in a subsidence-prone area may never be affected. Preventive measures can minimize subsidence-related damage, such as gas explosions. One of the greatest subsidence hazards to existing buildings results from gas line breaks and leakage. A quick and relatively inexpensive way to avoid this hazard is flexible couplings for gas lines where they penetrate foundation walls, attach to furnaces and hot water heaters (Figure 26a and b). This will reduce the hazard of broken gas lines and the potential for explosions. Outside gas lines, next to structures, can be vented to the surface with porous material such as pea-sized gravel, to prevent migration of gas into the building (Figure 26c).

Structural modifications of existing buildings to prevent subsidence damage are often expensive and may be as damaging to light residential buildings as the actual subsidence. Where the potential for trough subsidence exists, narrow trenches can be dug around buildings and backfilled with compressible material. These trenches will then absorb ground compression. Additional structural support for bearing walls and reinforcing foundations are other methods used to prevent damage. In several cases, once active subsidence has started, a part of all of a structure may need to be supported to prevent extensive damage. Support beams and jacks are placed between the house and foundation to level and hold the building in position (Figure 27 a and b).

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New Construction

If construction is proposed for an undermined area, a subsidence investigation should be completed to determine the feasibility of developing the site. In certain circumstances, specialized construction techniques can be used to prevent or minimize subsidence damage.

For building, these designs include proper building orientation, rigid buildings with reinforced concrete slab type foundations and flexible structures, sometimes with devices for leveling structures. These designs may not always be compatible with other site geologic conditions and should be evaluated by an architect or structural engineer familiar with subsidence designs.

Utilities should be constructed with flexible joints to absorb ground tilts and strains. Special soil/fill compaction around utilities can also help absorb tension and compression to lines.

Roads should be constructed of asphalt or some other type of flexible material.

When serious subsidence hazards exist in undeveloped areas, construction of permanent structures should be avoided. Zoning and land use policies can be used to set aside hazardous lands for parks and open space and other non-structural uses.

Other remedial measures of preventing subsidence from damaging structures include mine backfilling and drilled piers. Backfilling mine voids is an experimental alternative intended to prevent subsidence from starting in the mine. Holes are drilled into the mine and a mixture of water and material such as sand, fly ash and cement are pumped into the void space. The slurry hardens and supports the mine roof. This procedure has initiated subsidence in some cases and complex abandoned mine conditions have made it difficult to isolate and backfill a particular subsurface void.

It is possible to support a building on drilled piers or pilings founded below the mine level. The foundation is supported by these piers and surface subsidence will not destroy a structure. This technique is more economical for areas of shallow mining. However, both backfilling and the drilled piers are expensive and the cost may exceed the building value.

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Appendix A

What to do in a subsidence emergency

If the ground sinks suddenly on or near your property and you have reason to believe the area is undermined, you should:

  1. Determine if your building is served by natural gas and if so, contact the Public Service Company of Colorado or similar utility. If gas lines are cracked or broken, there is a potential for fire or explosion.
  2. Contact your city or county safety department/fire department and the Office of Surface Mining (OSM), Federal Reclamation projects Branch in Denver. OSM controls Federal abandoned mine reclamation emergency funds. If the office representative determines the incident qualifies as a subsidence emergency, they will monitor the situation and repair the subsidence feature. They will not repair damage to a structure.
  3. Contact your city water and sewer department so that these lines can be checked for damage.
  4. If the subsidence feature is near the house, large windows should be taped to help prevent flying glass, should distorted windows shatter.
  5. If any of the features mentioned under subsidence damage should suddenly appear, the homeowner should start a written log. This log will help investigators to determine if the damage is caused by subsidence. The log should include when signs of damage appear as well as where and what kind of damage is taking place. Cracks should be measured daily and in the same spot. Permanent marks on the cracks and by windows and doors will make it easier to see if progressive movement is taking place. Photographs can also help document ongoing damage (Figure 28).
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Appendix B

Federal and State agencies that have inactive mine subsidence information:

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Appendix C

Selected additional readings on mine subsidence:

  1. Amuedo and Ivey, 1975, Coal Mine Subsidence and Land Use In the Boulder-Weld Coalfield: Boulder and Weld Counties, Colorado, Colorado Geological Survey, Environmental Geology 9, text and maps.
  2. Amuedo and Ivey, 1981, Inactive Coal Mines of the Front Range Area, a mine Inventory and Evaluation of Hazards Arising from Past Mining, Colorado Inactive mine Reclamation program, Department of Natural Resources, Denver, Colorado, Text and Maps*.
  3. Colorado Springs Planning Department, 1967, Mining Report, Colorado Springs Coal Field, a guide to future land use, Colorado Springs, Colorado, Text*.
  4. Hynes, Jeffrey L., 1984, Tri-Towns Subsidence Investigation, Weld County Colorado, a Community-Wide Approach to Hazard Evaluation and Land Use in Undermined Areas. Colorado Geological Survey, Text and Maps.
  5. Hatton, Tom, 1984, Annotated Bibliography of Subsidence Studies over Abandoned Coal Mines in Colorado, Colorado Geological Survey, Text*.
  6. Dames and Moore, 1985, Colorado Springs subsidence investigation, El Paso County, Completed for the Colorado Inactive Mine Reclamation Program, text and maps**.
  7. Michael Baker Jr., Inc., 1984, Colorado Springs Land Use and Building Code Project, Maps and text**.
  8. Turney, J. and Murray-Williams, L. 1983, Colorado Front Range Inactive Coal Mine Data and Subsidence Information, Colorado Geological Survey, Tables, Text and Maps*.
  9. Turney, J. and Murray-Williams, L. 1984, Inactive Coal Mine Data and Subsidence Information, Grand Hogback Region, Colorado Geological Survey, Tables, Text and Maps**.
  10. Turney, J. and Murray-Williams, L. 1984, Inactive Coal Mine Data and Subsidence Information, Yampa Valley Region, Colorado Geological Survey, Tables, Text and Maps**.
  11. Sullivan, K.A. 1984, Inactive Coal Mine Data and Subsidence Information, Rio Blanco County, Colorado Geological Survey, Tables, Text and Maps**.
  12. Sullivan, K.A. 1984, Inactive Coal Mine Data and Subsidence Information, Crested Butte Coal Field, Colorado Geological Survey, Tables, Text and Maps**.
  13. Sullivan, K.A. and Jochim, C.L., 1984, Inactive Coal Mine Data and Subsidence Information, Durango and Pagosa Springs Coal Fields, Colorado Geological Survey, Text and Maps**.
  14. Jochim, C.L., 1984, Inactive Coal Mine Data and Subsidence Information, Somerset and Grand Mesa Coal Fields, Colorado Geological Survey, Text and Maps**.
  15. Jochim, C.L., 1984, Inactive Coal Mine Data and Subsidence Information, Book Cliffs Coal Field, Colorado Geological Survey, Text and Maps**.
  16. U.S. General Accounting Office, 1979, Alternatives to Protect Property Owners from Damages Caused by Mine Subsidence. CED 79-25, Washington, D.C.*
  17. Yokel, Felix Y., et. Al., 1981, Construction of Housing in Mine Subsidence Areas, Department of Housing and Urban Development NBSIR 81-2215*.
  18. Michael Baker Jr., 1974, Architectural Measures to Minimize Subsidence Damage, Appalachian Regional Commission; Pennsylvania Department of Environmental Resources. Report ARC-73-111-2551*.
  19. Brauner, Gerhard, 1973, Subsidence Due to Underground Mining (in two parts) U.S. Bureau of Mines Information Circular 8571, 8572, Text*.
  20. National Coal Board, 1975, Subsidence Engineers’ Handbook, NCB Mining Department, Text*.
* = This publication is available for inspection at the Colorado Geological Survey.
** = This publication is available for inspection at the Colorado Geological Survey; copies can be obtained from the Colorado Mined Land Reclamation Division, Inactive Mine Reclamation Program.

Additional readings on shrinking and swelling soils and other geologic hazards.

  1. Hart, S.S., 1974, Potentially Swelling Soil and Rock in the Front Range Urban Corridor, Colorado., Colorado Geological Survey Environmental Geology 7.
  2. Holtz, W.G. and Haart, S.S., 1978, Home Construction on shrinking and swelling soils, Colorado Geological Survey, Special Publication 11.
  3. Jochim, C.L., 19981 Home Landscaping and Maintenance on swelling soils, Colorado Geological Survey, Special Publication 14.
  4. Rogers, W.P., et. Al., 1974., Guidelines and Criteria for Identification and Land-Use Controls of Geologic Hazard and Mineral Resource areas, Colorado Geological Survey Special Publication 6.
  5. Shelton, D.C. and Prouty, Dick, 1979, Nature’s Building Codes - Geology and Construction in Colorado, Colorado Geological Survey, Special Publication 12.
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Appendix D

Glossary

This glossary contains terms found in this report and common terms that are found in publications and subsidence investigations. These definitions have been adapted from the Dictionary of Mining, Mineral and Related Terms.

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