Dam Incident Database Search
The ASDSO Dam Incident Database provides basic information on dam safety incidents to ASDSO members, dam safety stakeholders, the media and the public. The database began as a cooperative effort between the Department of Homeland Security Dams Sector and ASDSO in 2010. The initial database contained a limited number of dam failure records from a previous ASDSO dam failure database effort. In 2010, ASDSO began to gather dam safety incident information (both failure and non-failure) from the state dam safety programs. The majority of the incident records have been collected from state programs following the year in which they occurred. Some states have been able to provide historic incident information and ASDSO will continue to obtain as much information, both current and historic, as possible. The database is not considered comprehensive of all dam safety incidents, both historic and current, and reflects only the data that ASDSO has been able to collect. Much of the identifying information on specific dams is obtained from the National Inventory of Dams. ASDSO does not provide assurance that all the information in the database is completely accurate. It is the best information available to us at the time, however it could be subject to error or misinterpretation. If you see an error or have additional information to provide for a specific incident, please contact Mark Ogden at mogden@damsafety.org. If you would like to provide additional incident information to the database, please contact Mark. ASDSO has a spreadsheet (download at this link) that provides an explanation of each field and can be used as an entry form to submit incident information.
Using the Database: The following search table allows the user to view, search and select records of the ASDSO Dam Incident Database. The columns represent a few of the fields of the database that contain what can be considered the major incident fields. They can be sorted in ascending or descending order by clicking on the arrows next to the field name at the top. To see more information on an incident without leaving the search table click on the blue “+ sign” at the left of an incident row. You can then click on the red “- sign” to collapse the additional fields. To go to an individual incident page, click on the dam name. Users can filter search results by each field using the search criteria boxes at the top of the page. Multiple filters can be applied. Some fields have fixed possible entries and those are presented in the search box as a drop-down selection. Users can also download a CSV (Microsoft Excel) version of their search by clicking on the “Export Table to CSV” link. To download the entire database, click on “Reset All Filters” and then “Export Table to CSV.”
- If a field is empty, that indicates that there is no value for that field in that particular record.
- There are a few incident records with an incident date in the 1800s. When downloaded to CSV, those dates become "General" format instead of "Date" format which can impact sorting and searches in the Incident Date field in the CSV file.
- A few incident records have reports and photos, etc. associated with them. In the individual record page there is a field named "Attachments" and if it has a value of "Y" then there is some associated attachment. Contact Mark Ogden if you are interested in more information on that record.
- ASDSO does not become aware of many incidents until states report them in an annual performance data call. As a result, incidents from the current year and even some from the previous year will not yet be in the database. Incident information is not necessarily entered in chronological order. Data is entered as it is received and as time permits; some more recent incidents may be included before older incidents. The database was last updated on January 6, 2025.
Dam Name | State | Downstream Hazard Potential | Incident Type | Incident Date | Incident Driver | Incident Mechanism 1 | Incident Mechanism 2 | Incident Mechanism 3 | Incident ID | Incident Description | Named Hydrologic Event | EAP Enacted (Y/N) due to Incident | Fatalities (Number) | Number of People Evacuated | Number of Habitable Structures Evacuated | Number of Habitable Structures Flooded | Other Infrastructure Impacts | Economic Damages (in $) | Response | Volume released at failure (ac-ft) | Additional Remarks or Updates | Owner Type | Dam Type | Primary Purpose(s) | EAP | Dam Height | Max Storage (ac-ft) | Surface Area (acres) | Year Completed | NID Number | River Name | Latitude | Longitude | Year Modified | Regulatory Agency(ies) | Incident Time | Incident Duration | Incident Report Produced | Information Sources | Attachments |
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Dam Name | State | Downstream Hazard Potential | Incident Type | Incident Date | Incident Driver | Incident Mechanism 1 | Incident Mechanism 2 | Incident Mechanism 3 | Incident ID | Incident Description | Named Hydrologic Event | EAP Enacted (Y/N) due to Incident | Fatalities (Number) | Number of People Evacuated | Number of Habitable Structures Evacuated | Number of Habitable Structures Flooded | Other Infrastructure Impacts | Economic Damages (in $) | Response | Volume released at failure (ac-ft) | Additional Remarks or Updates | Owner Type | Dam Type | Primary Purpose(s) | EAP | Dam Height | Max Storage (ac-ft) | Surface Area (acres) | Year Completed | NID Number | River Name | Latitude | Longitude | Year Modified | Regulatory Agency(ies) | Incident Time | Incident Duration | Incident Report Produced | Information Sources | Attachments |
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RAYMOND SEWAGE LAGOON DAM | MS | L | Failure | 08/30/2022 | Hydrologic/flooding | Animal Activity | Vegetation | Erosion | MS01762-3466 | Erosion of backslope due to tailwater conditions and animal activity. Breached area appeared to be a collapsed animal den. | N | 0 | 0 | 0 | 0 | 0 | 0 | 36 ac-ft | L | RE | O | NR | 8 ft | 96 ac-ft | 0 acres | 0 | MS01762 | 32.2595 | -90.4113 | 0 | MS DEPARTMENT OF ENVIRONMENTAL QUALITY | N | MDEQ Dam Safety | |||||||
ABLE/COBETT POND DAM | SC | L | Failure | 10/04/2015 | Hydrologic/flooding | Overtopping | SC00370-2617 | Heavy rains-as much as 16 inches caused several dams to overtop and fail. | P | RE | R | N | 10 ft | 58 ac-ft | 11 acres | 1955 | SC00370 | LITTLE HOLLOW CREEK | 33.6217 | -81.2333 | 0 | SCDHEC | SC DHEC Website | |||||||||||||||||
ABNEY LAKE DAM | MO | L | Failure | 01/01/2008 | Structural Stability | Sliding | MO30695-166 | test | No | Small rotational slide on downstream face. Width of slide approximately 30 feet. Vertical displacement approximately 4 feet. REPORTED MAY 21, 2008 | S | RE | R | N | 36 ft | 117 ac-ft | 8 acres | 1968 | MO30695 | TR-CLEAR CREEK | 37.8231 | -90.8224 | 0 | DAM AND RESERVOIR SAFETY PROG | ||||||||||||||||
ADOBE CREEK | CO | H | Non-failure | 03/22/2016 | Seepage/internal Erosion | Spillway Pipe Failure | Sinkhole | CO00515-3015 | New active seepage along an outlet conduit, creating voids where none were before. | Yes | EAP level 1 activation, owner contracted with their engineer and a contractor to make emergency reverse filter repairs. | P | RE | IR | Y | 41 ft | 85000 ac-ft | 4105 acres | 1904 | CO00515 | ADOBE CREEK-OS | 38.235 | -103.281 | 0 | DWR | CO DWR | ||||||||||||||
Afton Drive/Chappell Creek Dam | VA | U | Failure | 08/19/2021 | Deterioration Or Poor Condition | Erosion | Overtopping | VA149027-3496 | 0 | P | RE | F | N | 7 ft | 103 ac-ft | 9 acres | 0 | VA149027 | Chappell Creek | 37.2835 | -77.2109 | 0 | DEPARTMENT OF CONSERVATION AND RECREATION | |||||||||||||||||
AJAX-HECTOR MINE POND | MN | Failure | 04/24/2018 | Hydrologic/flooding | Animal Activity | Debris Clogging | Overtopping | MN00000-3262 | Tributary stream meandered into abandoned mine pit during spring snowmelt causing partially filled mine pit to completely fill and overtop natural earth embankment. Embankment failed, draining pit into the Embarass River and causing damage to utilities and water quality issues on Embarass Lake. | No | 0 | 0 | 0 | 0 | Other | $100,000 to $500,000 | Property was abandoned by mining company decades ago and is now owned by state (IRRRB). Rebuild of trail over $1,000,000. | 100 ac-ft | The "dam" is a 250 foot section of natural ground between an excavation related to the mine pit and an excavation related to the diversion channel of the Embarrass River. Damage to Utility (power, telephone, water supply and sewer) lines severed. Tailings and raw sewage from severed sewer line entered lake downstream of embankment failure. Paved trail washed out. | S | OT | O | NR | 55 ft | 150 ac-ft | 9 acres | 1945 | MN00000 | OS TRIBUTARY TO THE EMBARRASS RIVER DIVERSION | 47.541 | -92.3108 | 0 | MNDNR | 1 day | Unknown | MNDNR | ||||
ALAMO ARROYO WS SCS SITE 2 DAM | TX | H | Non-failure | 01/01/1970 | Seepage/internal Erosion | Piping | TX01949-2824 | PIPING | L | RE | CI | N | 48 ft | 6144 ac-ft | 30 acres | 1960 | TX01949 | ALAMO ARROYO | 31.4051 | -105.818 | 0 | N | TX DEQ | |||||||||||||||||
ALAMO ARROYO WS SCS SITE 2 DAM | TX | H | Non-failure | 01/01/1960 | Seepage/internal Erosion | Piping | TX01949-2834 | PIPING | L | RE | CI | N | 48 ft | 6144 ac-ft | 30 acres | 1960 | TX01949 | ALAMO ARROYO | 31.4051 | -105.818 | 0 | N | TX DEQ | |||||||||||||||||
ALBERTA PARK | CO | H | Non-failure | 07/18/2017 | Manmade Action | Other | CO00762-3171 | While drilling in the embankment with hollow stem augers an apparent connection was made with a pervious seam and elevated pressures associated with the drilling process caused a surge of muddy seepage and an increase in volume of seepage from a know exit point. | Yes | Drill was stopped, the hole was grouted and the situation returned to "normal". Reservoir was lowered and an emergency seepage collection system and stability butress were constructed. | developed a plan to install a filter and butress | S | RE | FR | Y | 32 ft | 812 ac-ft | 39 acres | 1953 | CO00762 | PASS CREEK-TR | 37.4703 | -106.766 | 0 | DWR | 2 days | Yes | CO DWR | ||||||||||||
ALBRITTON LAKE DAM | MS | S | Non-failure | 01/21/2015 | Deterioration Or Poor Condition | Spillway Pipe Failure | MS03326-2601 | FAILURE OF THE PRIMARY SPILLWAY (CMP) THAT WAS PREVIOUSLY FILLED WITH CONCRETE | No | 0 | 1 | 0 | 0 | INCIDENT WAS SUCCESSFULLY HANDLED. A 20. FT WIDE CUT WAS MADE TO ACT AS THE PRIMARY SPILLWAY. HOA WAS ADVISED TO KEEP THE LAKE LEVEL LOWER UNTIL REPAIRS ARE MADE OR THE DAM IS BREACHED | P | RE | R | NR | 33 ft | 1369 ac-ft | 80 acres | 1995 | MS03326 | TR. MILL CREEK | 30.9806 | -89.6881 | 0 | MS Dept. of Environmental Quality |