Without knowing the details, my initial thought is "There's got to be a better way".
Most commonly, tank ringwalls are poured as one pour, no joints. However, it is not uncommon for them to be poured in quadrants or otherwise segmented with construction joints, and a few engineers insist on them being built that way. As Brian notes, primary loading is hoop stress. If you can remove a section and manage to tie back in to the existing hoop steel, you should be able to match original design. It would simplify things if there were no lap splices in that vicinity.
If the existing pipe is concrete-encased, it may be easier to abandon it in place and put a new underground pipe to one side of it.
Also consider abandoning the underground pipe and adding a shell nozzle (and insulation if required).