Information
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Type of dam: Earth with clay core
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Dam height: 15.10 m
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FSL gauge board: 11.06 m
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FSL EL 68.35 mAHD
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Capacity at FSL 475 ML
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Type of spillway: Labyrinth weir in concrete channel
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Conducted on
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Last Inspection conducted
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Prepared by
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Location
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Inspection Party
Operational Status at time of inspection
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Dam Details
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Storage Level Gauge board (m),
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Storage Level mAHD
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Water in Storage ML
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release via spillway
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Other Comments
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Consequence Category
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Photos
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Sketch of deficincies
Conditions at time of inspection
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Weather
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Estimated Max Temperature degrees celsius
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Sky
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Wind
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Rain
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Days since last rain
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Other Comments
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Photos
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Sketch
Dam Safety Management
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O&M Manual on Site
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O&M Manual Reviewed
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Dam Safety Emergency Plan on Site
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Dam Safety Emergency Plan reviewed
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Drawings on site
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Operator Knowledge
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Operator training
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Other Comments
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Photos
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Sketches
Crest
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Cracks
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Vegetation
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Sink Holes
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Subsidence
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Overtopping
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Wheel ruts
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Other deficiencies/comments for the crest.
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Take photos of any deficiencies found on crest
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Sketch
Downstream Face
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Cracks
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Slips
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Erosion
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Vegetation
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Animal Activity
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Bulges
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Subsidence
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Seepage
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Berm
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Other deficiencies/comments for the downstream face
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Take photos of any deficiencies found on downstream slope
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Add drawing
Upstream Face
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Cracks
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Slips
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Erosion
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Vegetation
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Subsidence
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Animal Activity
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Bulges
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Wave Effects
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Rock Facing
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Take photos of any deficiencies found on upstream face
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Other deficiencies/comments for the upstream face
Abutments
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Cracks
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Slips
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Erosion
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Vegetation
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Subsidence
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Seepage
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Take any photos of abutment observations
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Other deficiencies/comments for abutments
Area Downstream of Dam
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Slips
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Vegetation
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Seepage
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Comments
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Photos
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Sketch
Spillway
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Labyrinth Weir
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Training Walls
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Channel floor
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Joints
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Erosion
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Rockfall
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Other comments
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Photos
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Sketch
Inlet/Outlet works
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Valves
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Screens
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Pipework
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Operating Mechanism
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Other comments
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Photos
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Sketch
Outlet Works Operation
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Valve Schematic
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Top valve HD1 status
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Top Valve HD1 tested
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Top Valve HD1 last tested
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Top Valve HD1 test satisfactory
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Other comments
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Photos
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Bottom valve HD2 status
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Bottom valve HD2 tested
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Bottom valve HD2 last tested
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Bottom valve HD2 test satisfactory
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Other comments
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Photos
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300 diam scour gate valve HD3 status
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300 diam scour gate valve HD3 tested
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300 diam scour gate valve HD3 last tested
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300 diam scour gate valve HD3 test satisfactory
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Other comments
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Photos
Catch Drain
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Vegetation
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Debris
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Spillways
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Catch Dam
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Concrete channel
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Access road
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Other comments
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Photos
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Sketch
Access to Dam
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Right Abutment
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Left abutment
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Other access to dam notes
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Sketch
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Access to dam photos
Reservoir
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Landslips around rim
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Boat Ramp
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Other comments
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Sketch
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Photos
Communications
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Telemetry
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Telephones
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Radios
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Other comments
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Sketch
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Photos
Power Supply
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Normal
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Standby
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Other comments
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Sketch
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Photos
Instrumentation
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Standpipes
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Vibrating wire piezometers
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Seepage weirs
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Survey Marks
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Survey Pillars
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Gauge board
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Other comments
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Photos
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Sketch
Surveillance
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Consequence Category
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Rainfall
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Rainfall observation frequency meets ANCOLD guidelines
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Storage Level
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Storage Level Observation frequency meets ANCOLD guidelines
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Seepage
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Seepage Observation frequency meets ANCOLD guidelines
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Seepage Analysis
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Seepage Analysis observation frequency meets ANCOLD guidelines
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Pore Water Pressure
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Pore water pressure observation frequency meets ANCOLD guidelines
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Surface Displacement
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Surface Displacement observation frequency meets ANCOLD guidelines
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Internal displacement
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Internal displacement observation frequency meets ANCOLD guidelines
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Seismological
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Seismological observation frequency meets ANCOLD guidelines
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Telemetry
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Telemetry observation frequency meets ANCOLD guidelines
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Visual Inspections
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Visual Inspection observation frequency meets ANCOLD guidelines
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Other comments
