๐Ÿšฟ Plumbing ยท 6 min read

Septic Tank and Soak Pit Sizing for Residential Projects

Where there is no sewer connection, on-site treatment is a septic tank followed by soil absorption. Each is sized separately, and the soil test governs the second.

Design population and flow

Design population = bedrooms × 2 (typical), or actual occupancy
Sewage flow = population × wastewater generation (120โ€“150 L/person/day)
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Septic tank capacity

The tank provides settling, flotation of scum, and anaerobic digestion. Capacity is the sum of a liquid retention volume and a sludge/scum storage volume:

V = (P × q × t) + (P × s × N)

where P = population, q = flow per person per day, t = hydraulic retention time (1โ€“3 days; use 2), s = sludge accumulation per person per year (~40 L), N = years between desludging (2โ€“4).

Example: 8 persons, 130 L/day, t = 2 days, s = 40 L, N = 3:

V = (8 × 130 × 2) + (8 × 40 × 3) = 2080 + 960 = 3040 L ≈ 3.0 m³

Provide two compartments (2/3 + 1/3), minimum liquid depth 1.2 m, and 300 mm freeboard.

Soak pit / drain field from a percolation test

Dig a test hole, presoak, then time the drop of 25 mm of water. The percolation rate (minutes per 25 mm) sets the allowable absorption:

Perc rate (min/25 mm)Absorption (L/m²/day)
≤ 5 (sandy)~50
15~30
30~20
> 60 (clay)unsuitable โ€” use a mound or package plant
Absorption area = Daily flow / Allowable absorption rate

For 1040 L/day at 20 L/m²/day → 52 m² of trench bottom, or an equivalent soak-pit wall area.

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