Information

  • Document No.

  • Conducted on

  • Inspection carried out by

  • Site Location
  • Weather

  • Wind Direction

ACTIVE FACE INSPECTION INCLUDING CREST AND TOE Possible remedial action includes; Take action to stop water collecting and Ponding at top of face Divert water channels so that water is not issuing over the face Make arrangements to remove surcharging materials De-scale the face to remove loose material with suitable plant employing a safe system of work Consider changing the direction of the face

Crests

  • Cracking behind the crest of the overall slope/bench

  • Are there any signs of back break at the top of the face ?

  • New accumulations of water behind the crest of the overall slope/bench

  • Is there evidence of surcharging at the top of the face by excess overburden or other material

  • Is there evidence of water running into tension cracks or over the face ?

Face

  • Is there any loose material on the face ?

  • Is there evidence of any geological features such as wedge failures, toppling failures, planar failures, curved jointing or geological faults ?

  • Bulging of the slope face

  • Settlement of slope face

  • Displacement across joints/bedding planes etc.

  • Open structural features inclined >10 degree out of the face

  • Open structural features inclined steeply > 70 degrees out of the face

  • Irregular slope gradient

  • Irregularities in plan of the slope face

  • Water issuing from the face

  • Drainage blankets blocked

Toe

  • Ground movements at or in front of the toe of the overall slope bench

  • Water issuing from or in front of the toe of the overall slope/bench

  • New accumulation of water at the toe of the overall slope/bench

Operators Working at Face Site

  • Who is operating the Excavator?

  • Demonstrated Competence of the Operator

  • Who is operating the Dumper?

  • Demonstrated Competence of the Operator

Lagoon Inspection - Quarry Floor

  • Is edge protection adequate ?

  • What is the height of the free board (m) ? 2 m

  • Condition of draw off point

  • (Raised Lagoons) Condition of walls / sides of lagoon

  • Has emergency equipment for life saving been provided and in good condition ?

  • Has adequate warning signage been provided and maintained ?

Lagoon Inspection - Lower Yard

  • Is edge protection adequate ?

  • What is the height of the free board (m) ? 2m

  • Condition of draw off point

  • (Raised Lagoons) Condition of walls / sides of lagoon

  • Has emergency equipment for life saving been provided and in good condition ?

  • Has adequate warning signage been provided and maintained ?

Tip Inspection - Dust Pile lower yard

  • What is the height of the tip ? 30m

  • What type of material is in the tip ? Stone Dust

  • What is the angle of repose ? 35 degrees

  • What is the approximate plan area of the tip (m2) ? 800m2

  • Is there evidence of rucking at the toe ?

  • Is there evidence of slides or collapses in the body of the tip ?

  • Is there evidence of water issuing over the tip ?

  • Is there evidence of water collecting at the top of the tip ?

  • Are edge tipping rules in place, up to date and being implemented ?

  • Any other observations ?

Tip Inspection - Grizzly pile middle shelf

  • What is the height of the tip ? 30m

  • What type of material is in the tip ? Quarry rubble / Grizzly

  • What is the angle of repose ? 35 degrees

  • What is the approximate plan area of the tip (m2) ? 800m2

  • Is there evidence of rucking at the toe ?

  • Is there evidence of slides or collapses in the body of the tip ?

  • Is there evidence of water issuing over the tip ?

  • Is there evidence of water collecting at the top of the tip ?

  • Are edge tipping rules in place, up to date and being implemented ?

  • Any other observations ?

Tip Inspection - Grizzly pile at primary crusher

  • What is the height of the tip ? 30m

  • What type of material is in the tip ? Quarry rubble / grizzly

  • What is the angle of repose ? 35 degrees

  • What is the approximate plan area of the tip (m2) ? 600m2

  • Is there evidence of rucking at the toe ?

  • Is there evidence of slides or collapses in the body of the tip ?

  • Is there evidence of water issuing over the tip ?

  • Is there evidence of water collecting at the top of the tip ?

  • Are edge tipping rules in place, up to date and being implemented ?

  • Any other observations ?

Tip Inspection - Type 3 pile quarry floor

  • What is the height of the tip ? 15m

  • What type of material is in the tip ? Type 3 / 2.5" crusher run

  • What is the angle of repose ? 30 degrees

  • What is the approximate plan area of the tip (m2) ? 500m2

  • Is there evidence of rucking at the toe ?

  • Is there evidence of slides or collapses in the body of the tip ?

  • Is there evidence of water issuing over the tip ?

  • Is there evidence of water collecting at the top of the tip ?

  • Are edge tipping rules in place, up to date and being implemented ?

  • Any other observations ?

Tip Inspection - 4" crusher run pile quarry floor

  • What is the height of the tip ? 15m

  • What type of material is in the tip ? 4" crusher run

  • What is the angle of repose ? 30 degrees

  • What is the approximate plan area of the tip (m2) ? 500m2

  • Is there evidence of rucking at the toe ?

  • Is there evidence of slides or collapses in the body of the tip ?

  • Is there evidence of water issuing over the tip ?

  • Is there evidence of water collecting at the top of the tip ?

  • Are edge tipping rules in place, up to date and being implemented ?

  • Any other observations ?

Benches & Haul Roads

  • Is the running surface in good condition ? I.e is there excessive potholes, ruts or bumps

  • Is edge protection adequate ?

  • Are haul roads of adequate width and safe gradient

  • Are surface run-off channels well maintained ?

  • Are the benches and haul roads stable and without signs of failure

  • Any changes to the quarry geology or slope conditions, that may affect stability

  • Has the approved excavation procedure been followed?

  • Are quarry loading areas of adequate size

Description of Issues/Tasks/Category Category 3 - Immediate Category 2 - 3-7 days Category 1 - 1 month +

  • Summary of Action Required

  • Quarry Manager

  • Select date

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