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Unvented Lavatory Trap Arm in a 1920s Office Fit-Out

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Unvented Lavatory Trap Arm in a 1920s Office Fit-Out

During a tenant fit-out on the second floor of a 1920s brick building, a new lavatory is connected to an existing 100 mm cast-iron soil stack. The 40 mm lavatory trap arm runs 2.4 m horizontally at 1% slope and enters the stack 1.2 m above a water closet branch. There is no vent on the lavatory drain; the nearest vent is the stack itself, which continues through the roof. After occupancy, the lavatory gurgles whenever the water closet flushes, and the lavatory trap loses its seal overnight. The water closet drains slowly but does not back up. The building inspector has not yet signed off. The contractor suggests simply adding a 50 mm air-admittance valve under the sink and leaving the pipe route unchanged.

1. Diagnose why the lavatory trap loses its seal and assess whether the proposed air-admittance valve will reliably solve the problem.

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The water closet flush discharges a large volume into the stack and momentarily pressurises or depressurises the stack. Because the lavatory trap arm has no local vent, pressure fluctuations are transmitted to the lavatory trap. The trap seal is siphoned or blown out, which explains the gurgling and overnight seal loss. An air-admittance valve only admits air when negative pressure occurs; it does not protect against positive pressure in the stack. It also is not a substitute for a vent where the code requires one, and it needs accessible installation. If the stack pressure pulse is positive, the AAV will not help. A proper individual vent or revent connected to the stack above the highest fixture is the reliable correction. The AAV may be a partial mitigation only if local code permits it and the cause is strictly negative pressure, but it should not be used to justify an excessively long, improperly sloped trap arm.

2. Evaluate the 1% slope and the 2.4 m trap arm length for the 40 mm lavatory drain.

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A 40 mm drain is a small fixture drain, and small drains generally require a steeper minimum slope than large horizontal drains. A 1% slope is often too flat for a 40 mm trap arm; 2% is commonly the minimum for small fixture drains. At 1%, solids and scum can settle and the trap arm may not drain cleanly. The 2.4 m length is also likely longer than the allowable developed length from the trap to the vent for a 40 mm trap arm. The exact maximum depends on the adopted code, but the combination of a long run and a shallow slope is a defect. Increasing the trap arm to 50 mm and sloping it at 2% may help, but a vent is still required within the allowable distance. The fix should include re-sloping and adding a vent, not just changing the pipe size.

3. Outline the corrective sequence you would require before the inspector signs off.

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First, verify that the existing stack is properly vented through the roof and that no previous alteration blocked it. Second, reroute the lavatory drain at a minimum 2% slope, or the slope required by the adopted code. Third, install an individual vent or revent from the lavatory trap arm at a point within the allowable trap-to-vent distance, and connect it to the stack above the highest fixture or to another approved vent. If an AAV is proposed, confirm it is permitted for that location and provide access. Fourth, pressure-test or water-test the new drain and vent work, then perform a smoke or water test to confirm the trap seal holds under a water closet flush. Finally, document the slope, trap arm length, vent connection, and test results for the inspector.