SERVICES

Septic Tank

Underground anaerobic chamber for primary sewage treatment. Sized at 0.085 m³/person. IS 2470.

Also calledsoak pitanaerobic tank
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CODES
Definition

A septic tank is an underground anaerobic chamber for primary treatment of domestic wastewater, typically used in areas not connected to centralised sewage treatment. The tank settles solids (forming a sludge layer at the bottom and a scum layer at the top) and provides 18-30 hour retention for partial anaerobic digestion. Effluent overflows from the tank to a soak pit or absorption trench for secondary infiltration into the soil. Indian Standard IS 2470:1985 governs septic-tank dimensions; IS 4111 (sewerage and drainage); CPHEEO Manual on Sewerage provides design formulas.

Design sizing: capacity = 0.085 m³ per person × number of users + 0.5 m³ initial sludge volume. For a 4-person family: 0.085 × 4 + 0.5 = 0.84 m³ working volume + 30% freeboard = 1.1 m³ total tank size. Typical tank dimensions: 1.5 × 1.0 × 1.2 m for 5-6 person household. Two-chamber design (60% first chamber + 40% second chamber) is standard — first chamber receives raw sewage and settles solids; second chamber provides clarified effluent for soak-pit discharge. Inlet and outlet via T-pipes (with the bottom of the T 0.4 m below liquid level) prevent scum disturbance and ensure clear effluent withdrawal.

Maintenance: annual or bi-annual desludging is mandatory — failure to desludge causes the sludge layer to fill the tank, reducing retention time and discharging untreated sewage to the soak pit. Septic tanks are not a complete treatment system — they reduce solids by 50-60% and BOD by 30-40%, leaving substantial pollutant load for soil infiltration. For modern Indian construction, septic tanks are used only for: (a) rural and peri-urban housing without municipal sewer access; (b) emergency / temporary facilities. Centralised sewage treatment plants (STPs) are mandatory for new urban development. Common septic-tank failure: undersized for actual users, leading to immediate overflow; siting too close to bore-wells or wells, causing groundwater contamination; absent or inadequate soak pit, leading to surface seepage.

Typical values
Capacity per person0.085 m³
Initial sludge allowance0.5 m³
Retention time18-30 hours
BOD removal efficiency30-40%
TSS (suspended solids) removal50-60%
Desludging frequencyAnnual to bi-annual
Where used
  • Rural and peri-urban housing (no municipal sewer access)
  • Emergency / temporary construction camps and worker quarters
  • Highway rest-houses and small public buildings
  • Heritage sites where municipal sewer extension is impractical
  • Industrial sites with separated effluent treatment
Acceptance / threshold
Per IS 2470:1985: dimensions per CPHEEO formula; minimum 1.5 m × 1.0 m × 1.2 m; siting ≥ 7 m from bore-wells; soak pit or absorption trench downstream; annual desludging schedule.
Site example
Site reality: a Pune peri-urban project sized septic tanks at 0.5 m³ for 4 person household — about half the IS 2470 requirement. The tanks overflowed within 6 months and sewage seeped to the surface, causing health hazard and odour complaints. Remediation: tank replacement at correct size + soak pit upgrade. ₹85,000 per tank × 12 plots. Always size septic tanks per IS 2470 formula with realistic occupancy.
Frequently asked
What is the size of septic tank?
Per IS 2470:1985 + CPHEEO: capacity = 0.085 m³ × number of users + 0.5 m³ initial sludge + 30% freeboard. For 4 person household: minimum 1.1 m³, typical 1.5 × 1.0 × 1.2 m. For 8 person commercial-residential: minimum 2.0 m³, typical 2.0 × 1.5 × 1.5 m. Two-chamber design (60% + 40%) is standard.
How does septic tank work?
Wastewater enters via T-inlet (preventing scum entry) into the first chamber where solids settle to form sludge. The clarified middle layer overflows to the second chamber for additional retention. The clarified effluent exits via T-outlet to a soak pit for soil infiltration. Anaerobic bacteria slowly digest the sludge over months. Annual or bi-annual desludging is mandatory.
How far should septic tank be from bore-well?
Per CPHEEO + IS 2470: minimum 7 m horizontal distance, increased to 15-30 m if soil is permeable (sandy) and the bore-well is downhill. The aim is to prevent seepage of contaminants to the bore-well. For deep bore-wells (>30 m), the vertical separation is also significant. State health department regulations may impose additional restrictions.
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