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Had to decide between a full repipe or a targeted fix on a 12-story office building in Phoenix.
The main stack was failing, but the property manager's budget was tight, so we went with a section repair using Victaulic couplings and a new riser clamp system. It held pressure perfectly and saved them about sixty percent of the full repipe cost. Has anyone else used that coupling method on a high-rise, and how long did the fix last?
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