FAILURE MODES AND EFFECTS ANALYSIS (FMEA) WORKSHEET - SAMPLE MINE (POST CLOSURE)
PLAN / AREA ID FAILURE MODE EFFECTS PROJECT STAGE LIKELIHOOD CONSEQUENCES LEVEL OF CONFIDENCE HIGH CONCERN ISSUE MITIGATION/ COMMENTS
BIOLOGICAL IMPACTS & LAND USE REGULATORY IMPACTS & CONCERNS PUBLIC CONCERN & IMAGE HEALTH & SAFETY
TAILINGS DAM   Physical Stability                    
  A1
Deep seated failure due to drainage pipe failure (not plugged by concrete)
Embankment sloughing or non breaching failutre - no fatalities PC H L L M L H   Concrete plug drainage pipe.
  A2.1 Deep seated and or piping failure due to any reason including liner degradation and eventual failure (drain plugged with concrete) Embankment sloughing and breaching failutre - possible fatalities PC L M H H H M   Liner expected to deteriorate slowly with numrous small leaks allowing draindown of impoundment without high phreatic surface in dam
  A2.2   Embankment sloughing and non-breaching failutre - no fatalities PC L L L M L M    
  A3.1 Diversion failure; pond flooding; dam overtopping Breach of dam and discharge - possible fatalities (assuming PMF capacity in dam) PC NL M H H H     Must check dam capacity to store PMF
  A3.2   Breach of dam and discharge - possible fatalities (assuming PMF cannot be stored in  dam) PC H M H H H   H Must check dam capacity to store PMF; Need to upgrade the diversion or raise dam and upgrade spillway to avoid failure
  A4 Face Erosion; deep gullys; leading to dam sloughing Sample mine liable for repairs PC E L M M N H H Requires long-term minor but regular maintenance.  Waste rock cover reduces erosion potential. Crest berm reduces erosion.
  A5 As above but with failure of custodial care Gullies not repaired leading to massive gully causing dam breach - no fatalities PC L M L L L     Assumes that new custodian will be told by sample mine of maintenance needs and new owner undertakes responsibility for such.
  A6 Diversion spillway erosion Breach and discharge of tailings - no fatalities PC L L M M N H   Upgrade ditch to take 1:1000 year flood. Assumes that a concrete shute spillway will be constructed.
    Chemical Stability                    
  A7 Salt leaching - pond becomes toxic to livestock (with and without oxidation) Sick animals - Sample mine sued PC E M H H L H H Increased tailings cover placement over uncovered and thin areas;  Investigate oxidation and leaching potential of tailings.
  A8 As above but with cover extended over entire back area Sick animals - Sample mine sued PC L M H H L H    
  A9 Surface water does not meet regulatory standards Fails regulatory standards PC E L L L N H   Current results have been reviewed by regulatory authorities.  Check why regulatory authorities have not expressed concern
  A10 Salt leaching - toxic to plants Loss of vegatation quality PC E L N N N H    
  A11 Ground water drainage quality inadequate Fails regulatory standards PC E H H M L M H Check why, review monitoring results. Regulatory authorities have not expressed concern
    Land Use                    
Text Box:
  A12 Pond flooding Periodic vegetation loss during flooding but good wetland vegetation development. PC E L L L N H    
                         
SPENT ORE PILES   Physical Stability                    
  B1 Deep seated slope failure   PC NL L M M N H    
  B2 Erosion and deep gullying   PC E M H H N H H Spent ore highly susceptable to erosion.  Mitigation: Place 0.5 m waste rock cover
    Chemical Stability                    
  B3 Surface water does not meet regulatory standards   PC E L L L L M   Current results have been reviewed by regulatory authorities.  Check why regulatory authorities have not expressed concern
  B4 Ground water does not meet regulatory standards   PC E L L L N M   As above
   
Land Use
                   
  B5 Failure to meet land-use vegetation objectives High erosion rates prevent effective vegetation growth PC E M H H N H H Spent ore highly susceptable to erosion.  Mitigation: Place 0.5 m waste rock cover plus 10 cm growth layer.
                         
OPEN PITS   Physical Stability                    
  C1 Deep seated slope failure Deep pits with steep side slopes only PC M L L L N H   Deep pits with steep side slopes only
  C2 Erosion and deep gullying   PC M L L L N H    
    Chemical Stability                    
  C3 Surface water does not meet regulatory standards Potential for salt concentration increase due to inward drainage and evaporation concentration. PC E H H H N L H Current results have been reviewed by regulatory authorities.  Check why regulatory authorities have not expressed concern.  Mitigation:  Monitor and check for salt concentration increases.
  C4 Ground water does not meet regulatory standards   PC E L L L N M   As above
    Land Use                    
  C5 Failure to meet land-use vegetation objectives   PC M L H H N L   Landowner expects U shaped valley
                         
WASTE DUMPS  
Physical Stability
                   
  D1 Deep seated slope failure   PC NL L M M N H    
  D2 Erosion and deep gullying   PC L L M M N H    
    Chemical Stability                    
  D3 Surface water does not meet regulatory standards   PC E L L L N M   Current results have been reviewed by regulatory authorities.  Check why regulatory authorities have not expressed concern
  D4 Ground water does not meet regulatory standards   PC E L L L N M   As above
    Land Use                    
  D5 Failure to meet land-use vegetation objectives   PC L L L L N H