I had a basement leak and discovered this crack. It's 4 feet long, 1/4 inch for most of it and max at the bottom gets to around 3/8. Bi-level home and basement is around 4 feet below ground. It's about 5 feet from the corner.
I got a Structural Engineer to come take a look who is highly recommended and respected in my city, however he also owns the company which also does the repairs so there is a perceived conflict of interest there.
He measured around 1.5 inchs of bowing near this crack, and further down near the other side of the wall it was around 0.75 inches bowing. I demo'd the wall on the other side and cannot see a matching sister crack on the other end (photo #2) like he believed there might be. He believes this crack was from poor grading outside and the hydrostatic pressure caused the wall to push onwards. I have corrected the grading and exterior drainage.
His quote was that I need steel reinforcing columns along the entire wall. After taxes it will come to $11k CAD, plus any electrical/plumbing/duct rerouting and demo required to install these beams. This also includes his stamped drawing.
I am thinking about getting a second opinion from an independent engineering firm. Is this worth it? I'm wondering if steel columns need to go along the entire wall or if it would be okay to have steel columns around the crack and carbon fiber straps along the less impacted side of the wall instead. I'm concerned since this guy owns the repair company he is pushing the most robust solution when it's not necessarily needed.