3-inch main drain: 1/8 inch per foot (1%) minimum. 2-inch branch: 1/4 inch per foot (2%) minimum.
Code basis (IPC 2021/2024, UPC 2021/2024):
- Table 704.1 (IPC) / Table 704.1 (UPC): Horizontal drainage piping 3″ and larger: 1/8″/ft. Piping 2″ and smaller: 1/4″/ft.
- No exceptions for “under slab” — slope applies regardless of location.
Practical notes:
- Maintain grade continuously. Use a laser/level and check every 4–6 ft. A 10-ft run of 3″ needs ≥1-1/4″ fall; 2″ needs ≥2-1/2″.
- Bedding: Compacted sand or pea gravel (per local amend.) — no voids. Pipe must not settle below grade.
- Cleanouts: Required at base of stack, every 100 ft (IPC 708.1), and at direction changes >45° (IPC 708.2).
- Inspection: Call for rough-in before backfill/cover. Photos of slope tape/level help if inspector questions it.
Watchouts:
- Don’t overslope (>1/2″/ft) — solids outrun water, causing clogs.
- 2″ branches tying into 3″ main: use a wye + 1/8 bend (not a tee) to maintain flow direction.
- If local amendment requires 1/4″/ft on 3″ (some jurisdictions), follow the stricter rule.
Bottom line: 3″ = 1/8″/ft, 2″ = 1/4″/ft. Verify with your AHJ — some adopt older codes or local amendments.