Information
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Audit Title
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Document No.
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Client / Site
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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
- Peter Tsoukalas, Senior Asset Planner Dams headworks
- Stewart Dahms, Acting Asset Plann Dams Headworks
- Eric Pepe, C&M Millbrook
- Alex Przygoda, C&M Millbrook
- Andrew Vredenburg, C&M South Para
- Darryl Jones, Dist Leader Millbrook/Sth Para
- Hamish Jack, C&M, Sth Para
- Darren Mack, C&M, Sth Para
- Rob Poole, Asset Planner Dams Headworks
- Dylan Ribbons,Acting Asset Plann Dams Headworks
Add member
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Name
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Position
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Company
Operational Status at time of inspection
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Dam details
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Consequence Category
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Storage Level Gauge board (m), FSL=6.35m
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Storage Level mAHD, FSL = 407.50 m
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Water in Storage ML, capacity at FSL = 480ML
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Releases via outlet ML/day
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release via spillway
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Other Comments
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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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Other deficiencies/comments for the downstream face
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Take photos of any deficiencies found on downstream slope
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Sketch
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
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Sketch
Area Downstream of Dam
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Slips
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Vegetation
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Seepage
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French drains
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V notch weir
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Drainage works from WFP
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Comments
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Photos
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Sketch
Outlet Works
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Concrete
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Screen
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Pipework
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Valves
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Valve chamber
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Valve chamber access
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Sump pump
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Other comments
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Photos
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Sketch
Outlet Works Operation
Downstream 1219mm diameter valve
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Valve Status
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Valve tested
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Valve last tested
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Valve test satisfactory
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Other comments
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Photos
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Sketch
Inlet works
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Headwall
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Screen
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Concrete channel
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Other comments
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Photos
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Sketch
Spillway
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Concrete Apron
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Training Walls
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Excavated slopes
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Erosion
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Vegetation
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Other comments
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Photos
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Sketch
Instrumentation
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Survey Marks
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Survey Pillars
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Standpipes
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Hydraulic piezometers
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Gauge board
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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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Access to dam photos
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Other access to dam notes
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Sketch
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
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
