If the Angwas are clearly so permeable, how certain can we be that lowering the mud weight will actually fix the differential pressures? I don’t like the chances if we have to go in with TLC again, since as you say, lower mud weight likely won’t help the coal ledges/wash outs much. So from what I can tell, all hope is with wireline, and we are trusting that they can get the mud weight perfect.
If the Angwas are clearly so permeable, how certain can we be...
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