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Sri Lanka Septic Tank Size Calculator

Size a domestic septic tank from the number of occupants, the type of wastewater and how often you desludge. Get the required volume in litres and m³ plus a suggested length × width to hand to your mason, using the SLS 745 / IS 2470 method, no signup, sources cited.

By Induwara AshinsanaUpdated Jul 11, 2026
Size your septic tankdomestic
SLS 745 / IS 2470

Total occupants the tank serves (1–50).

years

How often the tank is emptied (1–5 years).

WC, kitchen, bath and laundry all drain to the tank (per-capita flow defaults to 100 L/person/day).

Household size
Required liquid volume
1.00 m³
1,000 litres · 1000 L minimum applied
Suggested internal size
1.44 × 0.58 m
Liquid depth 1.20 m · plan area 0.83 m²
Total tank depth
1.50 m
Liquid 1.20 m + 0.30 m freeboard

Formula breakdown

TermWorkingLitres
Retention volume A5 × 100 × 1500 L
Sludge storage B5 × 25 × 3375 L
Computed V = A + Bsum of the two components875 L
Required volume1000 L minmax(875, 1,000)1,000 L

Sizes the septic tank only. The soakage pit / soakaway that disposes of the effluent is a separate unit sized from a soil percolation test. Always confirm the final size against your local-authority approval requirements.

Cross-checked against the IS 2470 formula V = P × (q·Tr + G·N).

How it works

A septic tank has to do two jobs at once: hold incoming sewage long enough for solids to settle, and store the sludge that builds up until the next desludging. Its effective liquid volume is therefore the sum of a retention component and a sludge-storage component, per the SLS 745 code and the IS 2470 (Part 1) design method it is based on.

  1. Retention (detention) volume A = P × q × Tr , persons P times per-capita wastewater flow q (litres/person/day) held for a detention time Tr in days. SLS 745 / IS 2470 set a minimum 24-hour (Tr = 1 day) detention.
  2. Sludge + scum storage volume B = P × G × N , persons times the sludge accumulation rate G (litres/person/year, ~25 per the WHO on-site sanitation guide) over the desludging interval N in years.
  3. Required liquid volume V = A + B, which is algebraically the IS 2470 combined form V = P × (q·Tr + G·N). The calculator computes both and confirms they agree to the litre.
  4. Minimum-capacity floor. If the computed V falls below 1,000 litres, the IS 2470 minimum domestic liquid capacity of 1,000 litres (1.0 m³) governs instead, the tool flags when this happens.
  5. Dimensions. At a chosen liquid depth D in metres, the plan area is (V/1000) ÷ D. For a length:width ratio r (IS 2470 permits 2:1 to 4:1), width W = √(area ÷ r) and length L = r × W. A 300 mm freeboard is added on top of the liquid depth to give the total tank depth.

Every input, flow, detention, sludge rate, depth and ratio, is shown in the “advanced” panel and reflected in the breakdown table, so no constant is hidden. The defaults are the SLS 745 / IS 2470 / WHO domestic figures; change them only where your local authority specifies otherwise. This tool sizes the septic tank alone, not the downstream soakage pit, which depends on a soil percolation test.

Worked examples

5-person house, all wastewater

P=5, q=100, Tr=1, G=25, N=3, D=1.2 m, ratio 2.5

  1. Retention A = 5 × 100 × 1 = 500 L
  2. Sludge B = 5 × 25 × 3 = 375 L
  3. V = 500 + 375 = 875 L → below 1,000 L minimum
  4. Required volume = 1,000 L = 1.0 m³ (minimum governs)
  5. Plan area = 1.0 ÷ 1.2 = 0.83 m²
  6. W = √(0.83 ÷ 2.5) = 0.58 m, L = 2.5 × 0.58 = 1.44 m
  7. Suggested: 1.44 m × 0.58 m × 1.2 m liquid depth (1.5 m total)

8-person household, longer detention

P=8, q=130, Tr=1.5, G=30, N=3, D=1.5 m, ratio 2.5

  1. Retention A = 8 × 130 × 1.5 = 1,560 L
  2. Sludge B = 8 × 30 × 3 = 720 L
  3. V = 1,560 + 720 = 2,280 L = 2.28 m³ (above minimum)
  4. Plan area = 2.28 ÷ 1.5 = 1.52 m²
  5. W = √(1.52 ÷ 2.5) = 0.78 m, L = 2.5 × 0.78 = 1.95 m
  6. Suggested: 1.95 m × 0.78 m × 1.5 m liquid depth (1.8 m total)

Edge case, 2-person, WC only

P=2, q=60, Tr=1, G=25, N=3, D=1.2 m, ratio 2.5

  1. Retention A = 2 × 60 × 1 = 120 L
  2. Sludge B = 2 × 25 × 3 = 150 L
  3. V = 120 + 150 = 270 L → far below the 1,000 L minimum
  4. Required volume = 1,000 L = 1.0 m³ (minimum governs)
  5. A minimum-size tank is still required even for a tiny household.

Frequently asked questions

Sources & references

The design method, the 1,000 L minimum liquid capacity, the 300 mm freeboard and the per-capita constants were cross-checked against these sources on 2026-07-11. Local-authority requirements can differ; always confirm before building.

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Comments & feedback

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