Information
-
Document status
-
Dam Name
-
Dam location
-
Type of inspection
- Weekly
- Monthly
- Annual
- Informal
- Special
- Other
-
Conducted on
-
Officer(s) name, email and phone number
-
Photo of the inspection team
-
Attendees
-
Weather conditions
- Sunny
- Cloudy
- Windy
- Light rain
- Heavy read
-
Ground Moisture Condition
-
Reservoir level: what is the distance in meters from crest to water level?
-
Photo of overall water level (reservoir from distance)
-
Spillage?
-
approximate discharge (m3/s)
-
General notes
Upstream slope
- Slope cover
-
Poor quality or improperly sized riprap deteriorates and does not protect the slope against wave action or erosion. Important to insure/restore the protection of the upstream slope. Wave can displace riprap allowing erosion or over-steepening of the bank.
-
Inadequate ground cover (loss of riprap material, stone weathering/alteration)?
-
Location?
-
Photo
-
Any changes respect to previous visit?
-
Describe
Cracks on the embankment slope
-
Slope instability and differential settlement between zones or within the embankment may cause longitudinal/transversal cracks.
-
Cracks?
-
Longitudinal or transversal?
-
Location?
-
Crack dimensions? (length, width and depth)
-
Photo of the crack
-
Any changes respect to previous visit?
-
Describe
Sinkholes, depressions, slides, or bulges
-
Internal erosion or piping of embankment materials or the foundation of the dam can cause sinkholes/depressions. Internal erosion or piping can lead to dam failure.
-
Sinkholes, depressions, slides, or bulges?
-
Location?
-
Dimensions (length and depth)
-
Photo
-
Any changes respect to previous visit?
-
Describe
Material Erosion
-
Water from intense rainstorms carries surface materials down the slope and results in continuous troughs, rills, gullies, etc. Erosion can lead to severe deterioration of the slope
-
Erosion?
-
Location?
-
Dimensions (length and depth)
-
Photo
-
Any changes respect to previous visit?
-
Describe
Animal damage
-
Borrowing and other animals can be quite dangerous to the structural integrity and performance of the dam. It is essential that these animals and their activities to be controlled to insure proper functioning of the dam.
-
Animal burrows?
-
Location?
-
What type of animal damage?
-
Photo
-
Any changes respect to previous visit?
-
Describe
Vegetation
-
Trees and brush should never be allowed to grow on upstream slope of the dam. The root systems of trees can be a potential hazard by allowing seepage pathways to develop through a dam.
-
Trees and/or brush??
-
Location?
-
Photo
-
Any changes respect to previous visit?
-
Describe
General comment(s)
-
Add general comment(s) or further details
-
Photo
Dam Crest
- Cracks along the top of dam
-
Slope instability and differential settlement between zones or within the embankment may cause longitudinal/transversal cracks.
-
Cracks?
-
Longitudinal or transversal?
-
Location?
-
Crack dimensions? (length, width and depth)
-
Photo of the crack
-
Any changes respect to previous visit?
-
Describe
Sinkholes, depressions, slides, or bulges
-
Internal erosion or piping of embankment materials or the foundation of the dam can cause sinkholes/depressions. Internal erosion or piping can lead to dam failure.
-
Sinkholes, depressions, slides, or bulges?
-
Location?
-
Dimensions (length and depth)
-
Photo
-
Any changes respect to previous visit?
-
Describe
Material erosion
-
Water from intense rainstorms carries surface materials down the slope and results in continuous troughs, rills, gullies, etc. Erosion can lead to severe deterioration of the slope
-
Erosion?
-
Location?
-
Dimensions (length and depth)
-
Photo
-
Any changes respect to previous visit?
-
Describe
Animal damage
-
Borrowing and other animals can be quite dangerous to the structural integrity and performance of the dam. It is essential that these animals and their activities to be controlled to insure proper functioning of the dam.
-
Animal burrows?
-
Location?
-
What type of animal damage?
-
Photo
-
Any changes respect to previous visit?
-
Describe
General comment(s)
-
Add general comment(s) or further details
-
Photo
Downstream slope
- Vegetative cover
-
Grass cover is a very effective and inexpensive means to prevent the erosion of the embankment surfaces.
-
Poor vegetative cover?
-
Describe
-
Photo
-
Any changes respect to previous visit?
-
Describe
Cracks on the embankment slope
-
Slope instability and differential settlement between zones or within the embankment may cause longitudinal/transversal cracks.
-
Cracks?
-
Longitudinal or transversal?
-
Location?
-
Crack dimensions? (length, width and depth)
-
Photo of the crack
-
Any changes respect to previous visit?
-
Describe
Sinkholes, depressions, slides, or bulges
-
Internal erosion or piping of embankment materials or the foundation of the dam can cause sinkholes/depressions. Internal erosion or piping can lead to dam failure.
-
Sinkholes, depressions, slides, or bulges?
-
Location?
-
Dimensions (length and depth)
-
Photo
-
Any changes respect to previous visit?
-
Describe
Material Erosion
-
Water from intense rainstorms carries surface materials down the slope and results in continuous troughs, rills, gullies, etc. Erosion can lead to severe deterioration of the slope
-
Erosion?
-
Location?
-
Dimensions (length and depth)
-
Photo
-
Any changes respect to previous visit?
-
Describe
Animal damage
-
Borrowing and other animals can be quite dangerous to the structural integrity and performance of the dam. It is essential that these animals and their activities to be controlled to insure proper functioning of the dam.
-
Animal burrows?
-
Location?
-
What type of animal damage?
-
Photo
-
Any changes respect to previous visit?
-
Describe
Vegetation
-
Trees and brush should never be allowed to grow on upstream slope of the dam. The root systems of trees can be a potential hazard by allowing seepage pathways to develop through a dam.
-
Trees and/or brush??
-
Location?
-
Photo
-
Any changes respect to previous visit?
-
Describe
Seepage areas or wet areas
-
Seepage with sediment at the seepage exit indicates potential internal erosion of the dam embankment or foundation
-
Seepage areas or wet areas?
-
Location?
-
Extension?
-
Any evidence of materials being transported by seepage flow (such as discoloured water or sediment deposit)?
-
Describe
-
Photo
-
Any changes respect to previous visit?
-
Describe
General comment(s)
-
Add general comment(s) or further details
-
Photo
Dam toe
- Vegetation at dam toe
-
Uncontrolled vegetation on and around dams can hinder inspection and lead to serious structural damage, significant maintenance costs, and possible failure. Control of proper vegetation is an important part of dam maintenance.
-
Uncontrolled vegetation at the dam toe?
-
Location?
-
Describe
-
Photo
-
Any changes respect to previous visit?
-
Describe
Soft or spongy zones
-
Soft or spongy zones at the downstream toe of the dam are a sign of uncontrolled seepage which could result in internal erosion or piping. Immediate action is required!
-
Soft or spongy zones?
-
Locations?
-
Describe
-
Photo
-
Any changes respect to previous visit?
-
Describe
Boils
-
A boil at the downstream toe of the dam is a sign of uncontrolled seepage which could result in internal erosion or piping. Immediate action is required!
-
Boils?
-
Location?
-
Describe
-
Photo
-
Any changes respect to previous visit?
-
Describe
Toe drain
-
Toe drain is used to collect seepage from the foundation and embankment and convey it to a free outlet
-
Toe drain?
-
Description
-
Foundation drain outlet submerged?
-
Foundation drain functional?
-
Estimated flow from drains:
-
Any evidence of materials being transported by seepage flow (such as discoloured water or sediment deposit)?
-
Photo
-
Any changes respect to previous visit?
-
Describe
Seepage
-
Water has created an open pathway, channel, or pipe through
the dam. Continued flows can further erode embankment
and/or foundation materials and lead to dam failure. -
Seepage observed through the embankment outside of designated drain(s)?
-
Seepage clear with no signs of ongoing internal erosion?
-
Rapid piping or erosion of foundation materials could result in failure of the dam. Immediate action is required !
-
Location?
-
Extension?
-
Describe
-
Photo
-
Same seepage locations as previous ones?
-
Any changes respect to previous visit?
-
Increase in “wetted area” size?
-
Increase in seepage quantities or turbidity?
General comment(s)
-
Add general comment(s) or further details
-
Photo
Right abutment
-
Erosion?
-
Differential movements?
-
Sinkholes, settlements, depressions, slides, or bulges?
-
Cracks?
-
Seepage?
-
Any changes respect to previous visit?
-
Describe
-
Add general comment(s) or further details
-
Photo
Left abutment
-
Erosion?
-
Differential movements?
-
Sinkholes, settlements, depressions, slides, or bulges?
-
Cracks?
-
Seepage?
-
Any changes respect to previous visit?
-
Describe
-
Add general comment(s) or further details
-
Photo
Principal Spillway
-
Spillage?
-
What is the water depth above the dropping structure?
-
Approach channel: Instability of the side channel?
-
Inlet free from debris?
-
Trees and brush around the inlet?
-
Erosion on drop off structure?
-
Erosion on spillway channel walls?
-
Erosion on discharge channel?
-
Any issue concerning the spillway?
-
Describe
-
Photo
-
Any changes respect to previous visit?
-
Describe
-
Add general comment(s) or further details
-
Photo
Outlet work
-
Outlet operational?
- YES, water is coming out already, no need to open
- YES, when turning weir in the outlet box water comes out
- NO, when turning weir in the outlet box water does not comes out
- Don't know, the reservoir level is too low that water cannot come out
-
Seepage from a point adjacent to the oulet?
-
Hole around the point adjacent to the oulet?
-
Describe
-
Add general comment(s) or further details
-
Photo
Other items
- List
-
Describe
-
Photo