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This article discusses how to recognize that a sinkhole may be imminent or starting at a property. It also summarizes what sinkholes are and why they occur, describes their effects on buildings, and gives building and site inspection advice useful in identifying areas where there is an increased risk of sink holes at properties. InspectAPedia tolerates no conflicts of interest. We have no relationship with advertisers nor with topics or services discussed at this website.Most sinkholes are 10 to 12 feet in diameter. Sinkholes hundreds of feet in diameter have occurred in Florida - big enough to swallow a home. What about cases where a sinkhole collapse may be ongoing or imminent? Recognizing indicators of potential sinkholes can reduce but not eliminate this risk. This limitation should be stated clearly by any home inspector in an area where sinkholes are known to occur or wherever one is suspected. If a sinkhole is already visible near an inspected property or if signs of a sinkhole are observed this information should be cited by the inspector as a potential safety concern and significant expense requiring immediate professional action. © Copyright 2012 InspectAPedia.com, All Rights Reserved. Information Accuracy & Bias Pledge is at below-left. Use page top links to major topics or use links at the left of each page to navigate within topics and documents at this website. Green links show where you are in a document series or at this website. Visual Inspection to Detect Sinkholes in FloridaDaniel Friedman - Florida Suncoast ASHI Educational Seminar - 1 May 2004 Portions
of this text are extracted, quoted, or
paraphrased from references provided; a key resource author was Sarah Cervone
at Reference-1. Updated 2004, 2005, 2010 – This document is SinkholesFL.doc at InspectAPedia.com/vision/sinkholes.htm - © 2004 - 2010 All Rights Reserved. Also see "Developing your X-Ray Vision - A Promotion Theory for Forensic Observation of Residential Construction - Levels of Fear, and how to use them to find and
report significant, hidden problems,". Also see The Nature of Vision - Inspecting Complex Systems - When and Why Inspectors "See" or "Don't See" Things Which are Present - InspectAPedia.com/vision/vision.htm. Further review comments and content suggestions are welcome to Author for content suggestions, and more information on building inspection are at More Information below. FLORIDA HAS MORE SINKHOLES than any other state among the United States. They are an obvious feature of Florida's natural karst topography. What is "Karst"? In
What is a "Sinkhole?" A sinkhole is created surface materials collapse or are dissolved into an underground cavern or stream. Sinkholes may develop progressively as subtle, bowl-shaped depressions, or they may collapse suddenly into steeply sided, water-filled craters. The shape of the sinkhole, and the speed that it forms, depend on the size of the subsurface cavity and the thickness of the overburden (sediments or organic matter that rest on the limestone bedrock). [2] The term "sinkhole" is applied by engineers to [3]
Sinkholes and the Aquifer[4][Excerpting from References 1 and 2] Sinkholes
Four types of sinkholes, all beginning with a "solution cavity"[5] 1. Solution – surface depressions, not complete collapse 2. Cover-subsidence – loose, overlying sand slides into solution cavity 3. Collapse – roof of an underground channel suddenly collapses, forming a steep-sided cavity 4. Cover-collapse
– thick layer of sand over clay over limestone. Limestone dissolves, clay keeps
the sand from collapsing-in, then suddenly fails, leading to sudden and very
violent collapse: the most dangerous Three general types occur in
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Source: USGS |
Collapse sinkholes
. most common type in Florida
. happen suddenly
. where the overburden is thick soil and heavy clay
. deep, steeply-sided holes
. frequently triggered by fluctuations in the water-table. As water levels fluctuate, the roof of the cavity is stressed and weakened.
When the water-table drops too far, the cavity walls are unsupported and the ceiling becomes too weak to hold the heavy overburden. Eventually, the ceiling collapses and a sinkhole is formed. If the water-table rises, the collapse sinkhole can fill with water, and overflow like a spring. An off-set sinkhole will have an upstream and downstream conduit as water flows into the sink and siphons underground. If the water-table drops below the sinkhole, it will remain dry and accumulate sediments and vegetation.
Solution Sinkholes
. overburden is thin or absent
. forms slowly and continuously
. surface of the limestone bedrock is broken down by erosion from wind and surface water
. bowl-shaped depression, or solution sinkhole
. chemical
and physical processes erode the rock
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Source: USGS |
. overburden is thin.
. form slowly
. dissolving limestone is replaced by sand granules that fall into the depression and fill the holes
. concave depression
. only a few feet in diameter and depth (development of the cavities in the limestone is retarded since they are filled with clay and sand) As the sediments fill the depression, they restrict the flow of water through the bottom and the hole begins to retain water.
. As water accumulates, a lake is formed
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Source: USGS |
A circular lake indicates that the lake evolved from a collapse sinkhole. A shallow circular lake results from impermeable sediments washing into a subsidence sinkhole. If a lake rests above groundwater level, it is above a confining bed.
Sinkhole formation is aggravated and accelerated by urbanization. Development increases water usage, alters drainage pathways, overloads the ground surface, and redistributes soil. According to the Federal Emergency Management Agency, the number of human-induced sinkholes have doubled since 1930, insurance claims for damages as a result of sinkholes has increased 1200% from 1987 to 1991, costing nearly $100 million.
To avoid the destruction of property and the contamination of groundwater, it is important to monitor potential sinkhole formation.
Although a sinkhole can form without warning, specific signs can signal potential development:[7]
Site and Neighborhood Observations – ordered from general-area to site-specific to property-specific
. Soil borings or other direct testing - Borings can be reduced by "reconnaissance scannings" using the following methods:
. Electromagnetics (EM) and DC Resistivity: detect variations in subsurface electrical properties related to anomalously thick or wet soils (electrical conductivity highs similar to our use of moisture meters in homes), or voids in the electrically conductive clay soil mantle (electrical conductivity lows)
. Spontaneous Potential (SP): detects naturally-occurring minute electrical currents or potentials commonly associated with concentrated vertical water infiltration (Streaming potentials)
. Micro-gravity: detects minute variation in gravity (subsurface voids create missing mass and lower gravity)
. Seismic Refraction: profiles the top-of-rock which may display conical depressions of a type associated with subsidence sinks or deep gouges or cutters which represent sinkhole-prone lineaments.
. Ground-penetrating radar[12]
This constitutes an immediate potential safety concern. ASHI Standards require you make appropriate notifications.
A rapid sinkhole caused by well drilling or other sudden alterations to the
terrain may not give any warning signs. Otherwise, the collapse process usually
occurs gradually enough that a person may leave the affected area safely. The
final breakthrough can develop over a period of a few minutes to a few hours.[13]
References:
1. [primary resource] Sarah Cervone, [web page] data from the APIRS database, Graphics by Ann Murray, Sara Reinhart and Vic Ramey, Vic Ramey is the editor. DEP review by Jeff Schardt and Judy Ludlow. The web page is a collaboration of the Center for Aquatic and Invasive Plants, University of Florida, and the Bureau of Invasive Plant Management, Florida Department of Environmental Protection contact: varamey@nersp.nerdc.ufl.edu
2. Center for Cave and Karst Studies or the
3. "Detecting Sinkholes with Geophysics,"
Enviroscan, Inc.,
4. http://members.aol.com/caveconser/page1.htm and http://members.aol.com/caveconser/page2.htm
5. http://www.nd.edu/~techrev/Archive/Spring2000/a2.html
6. http://www.swfwmd.state.fl.us/about/isspapers/sinkholes.html
7. http://aquat1.ifas.ufl.edu/guide/sinkholes.html -- Sinkholes in FL, surface characteristics, types, warning signs, what to do, recreation
8. http://kyclim.wku.edu/BRADD/sinkholes/intro.html Sinkhole explanation and warning signs - Kentucky
9. http://fl.water.usgs.gov/Tampa/ -- Center for Coastal and Watershed Studies
-
10. http://fl.water.usgs.gov/Pubs_products/online.html -- bibliography including sinkhole studies
11. http://coastal.er.usgs.gov/publications/ofr/00-180/index.html -- sink hole maps for NE Florida - index page
12. http://gulfsci.usgs.gov/tampabay/index.html - Tampa Bay Study
13. http://www.swfwmd.state.fl.us/emer/sinkhole/sinkpage.htm SW Florida Sinkhole Information
14. http://www.dep.state.fl.us/geology/gisdatamaps/index.htm Sink Hole Maps - FL
15. http://www.dep.state.fl.us/geology/gisdatamaps/sinkhole_database.htm - Sink Hole Locations - database for FL (Excel)
16. http://coastal.er.usgs.gov/publications/ofr/00-180/intro/intro.html specific to
17. http://InspectAPedia.com/structure/foundation.htm - Inspecting Foundations for Structural Defects
[1] Reference 6
[2] Reference 1
[3] Reference 4
[4] Reference 2
[5] Reference 5
[6] Reference 1
[7] This list compiles clues from multiple sources and references.
[8] Reference 7: "Geologists have a good idea where sinkholes are likely to form geographically, but it's much more difficult to accurately predict specifically where [and when] sinkholes will occur."
[9] Reference 6
[10] At a previous ASHI Florida conference slides of a masonry block building repaired by AB Chance Helical Pier Co. showed step cracks at the top of the house front wall which were diagnosed as settlement at the opposite end of the house – structural rigidity caused cracking to telegraph to the front; detectable by noting out-of-plumb mortar joints!
[11] Reference 3
[12] Reference 7
[13] Reference 19
.
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The frost heaving forces developed under a 1 ft. (30.5 cm) diameter steel plate were measured in the field throughout one winter. The steel plate was fixed at the ground surface with a rock-anchored reaction frame. heave gauges and thermocouples were installed at various depths to determine the position and temperature of the active heaving zone. The general trend was for the surface force to increase as the winter progressed. when the frost line approached the maximum depth the force was in excess of 30,000 lb (13,608 KG). Estimates of the heaving pressure at the frost line ranged from 7 to 12 psi (0.49 to 0.84 KG/cm) square during this period. The variation of surface heaving force was closely associated with weather conditions. Warming trends resulting in a temperature increase of the frozen layer caused the forces to decline.
Leda clay slopes in the Ottawa valley are vulnerable to catastrophic landslides. More than 250 landslides, historical and ancient, large and small, have been identified within 60 km of Ottawa. Some of these landslides caused deaths, injuries, and property damage, and their impact extended far beyond the site of the original failure. In spectacular flowslides, the sediment underlying large areas of flat land adjacent to unstable slopes liquefies. The debris may flow up to several kilometres, damming rivers and causing flooding, siltation, and water-quality problems or damaging infrastructure. Geologists and geotechnical engineers can identify potential landslide areas, and appropriate land-use zoning and protective engineering works can reduce the risk to property and people.
Deposits of Leda clay, a potentially unstable material, underlie extensive areas of the Ottawa-Gatineau region. Leda clay is composed of clay- and silt-sized particles of bedrock that were finely ground by glaciers and washed into the Champlain Sea. As the particles settled through the salty water, they were attracted to one another and formed loose clusters that fell to the seafloor. The resulting sediment had a loose but strong framework that was capable of retaining a large amount of water. Following the retreat of the sea, the salts that originally contributed to the bonding of the particles were slowly removed (leached) by fresh water filtering through the ground. If sufficiently disturbed, the leached Leda clay, a weak but water-rich sediment, may liquefy and become a 'quick clay'. Trigger disturbances include river erosion, increases in pore-water pressure (especially during periods of high rainfall or rapid snowmelt), earthquakes, and human activities such as excavation and construction.
After an initial failure removes the stiffer, weathered crust, the sensitive clay liquefies and collapses, flowing away from the scar. Failures continue in a domino-like fashion, rapidly eating back into the flat land lying behind the failed slope. The flowing mud may raft intact pieces of the stiffer surface material for great distances.