| Crack injection (epoxy / polyurethane) | Leaks and non-structural cracks in poured walls | Movement caused by soil pressure or settlement | $250–$800 per crack | Low — interior work, often hours | Is this crack still moving, and how did you rule out a structural cause? |
| Carbon fiber straps | Stabilizing walls with limited bowing | Straightening a badly deflected wall; the drainage behind it | $4,000–$12,000 for a 12-strip job | Low — surface-mounted inside | How much has this wall moved, and where is that measurement documented? |
| Steel I-beams and wall anchors | Restraining, and sometimes gradually straightening, bowing walls | The exterior water pressure creating the load | $5,000–$15,000 typical bowed-wall project | Moderate — anchors may need yard excavation | What deflection did you measure, and why steel instead of carbon fiber here? |
| Push or helical piers (underpinning) | Settled footings — transfers the load to deeper stable soil | Wall bowing caused by lateral pressure | $1,000–$3,000 per pier; projects commonly $10,000–$20,000+ | Moderate to high — excavation at each pier | Can I see the engineer-stamped design, the pier count, and the depth criteria? |
| Wall rebuild or full replacement | Walls and foundations that failed beyond reinforcement | The drainage problem that caused the failure — pair them | $20,000–$100,000 with house lifting | High — major excavation and temporary support | What failed on the old wall, and how does the new design prevent a repeat? |
| Drainage correction (grading, gutters, French drains, sump) | The water and soil pressure behind most New Jersey failures | Structure that has already moved | $500–$5,000 grading; $600–$2,500 sump pump; up to $15,000 full waterproofing | Low to moderate | How does this drainage plan reduce the load that caused the damage? |