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.
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