TryBuildCalc

Water Tank Capacity Verification Checklist

Essential Checklist+

Complete these critical checks before approving the work or proceeding to the next construction stage.

βœ“20 Inspection Points
βœ“5 Verification Categories
βœ“Dimensions and Shape+
  • Tank dimensions were physically measured β€” not taken from the supplier's catalogue or a purchase invoice.
  • Tank shape was correctly identified β€” rectangular, cylindrical, or L-shaped β€” before entering dimensions.
  • For cylindrical tanks, the internal diameter was measured β€” not the external diameter. Wall thickness reduces the internal diameter by 20–60mm depending on material.
  • For rectangular tanks, internal dimensions (length, width, depth) were measured after deducting wall thickness on all sides.
  • Effective water depth was measured to the inlet pipe invert or overflow level β€” not to the top of the tank wall.
  • Dimensions were entered in consistent units β€” all metres, all centimetres, or all millimetres.
  • For underground or sump tanks, the usable depth was measured to the suction pipe invert β€” water below suction level is not accessible.
βœ“Demand Calculation+
  • Daily water demand was calculated from the number of occupants β€” IS 1172:1993 recommends 135 litres per person per day for residential use.
  • Storage capacity covers the supply gap duration β€” number of days between municipal supply cycles was confirmed with the local authority.
  • Overhead tank capacity is at least one day's demand; underground sump capacity is at least two to three days' demand.
βœ“Tank Material and Location+
  • Tank material is food-grade and BIS-certified β€” IS 12701 for plastic tanks, IS 2644 for ferrocement, IS 805 for steel.
  • Overhead tank is structurally supported β€” the supporting structure was designed for the full tank weight when filled (1 litre = 1 kg).
  • Tank location ensures adequate pressure head β€” minimum 2m height above the highest fitting for gravity-fed systems.
  • Underground sump is located away from septic tank and soak pit β€” minimum 15m separation per IS 1172.
  • Tank has a tight-fitting, vermin-proof lid β€” open tanks collect debris and mosquito breeding in still water.
βœ“Inlet, Outlet, and Overflow+
  • Inlet, outlet, and overflow pipe sizes were confirmed β€” undersized pipes restrict fill rate and create pressure loss.
  • Overflow pipe discharges to a visible point β€” not directly into the drainage system where blockage would go unnoticed.
  • A float valve or ball cock is fitted at the inlet to prevent overflow β€” confirmed as the correct size for the supply pipe.
βœ“Maintenance and Compliance+
  • Local municipal bye-law requirements for tank size, material, and location were confirmed before construction.
  • For overhead tanks above 5,000 litres, structural engineer's certification for the supporting structure was obtained.
Full QC Checklist+

Verify water demand, usable capacity, tank geometry, freeboard, and overflow.

βœ“31 Inspection Points
βœ“5 Verification Categories
βœ“Dimensions and Shape+
  • Tank dimensions were physically measured β€” not taken from the supplier's catalogue or a purchase invoice.
  • Tank shape was correctly identified β€” rectangular, cylindrical, or L-shaped β€” before entering dimensions.
  • For cylindrical tanks, the internal diameter was measured β€” not the external diameter. Wall thickness reduces the internal diameter by 20–60mm depending on material.
  • For rectangular tanks, internal dimensions (length, width, depth) were measured after deducting wall thickness on all sides.
  • Effective water depth was measured to the inlet pipe invert or overflow level β€” not to the top of the tank wall.
  • Dimensions were entered in consistent units β€” all metres, all centimetres, or all millimetres.
  • For underground or sump tanks, the usable depth was measured to the suction pipe invert β€” water below suction level is not accessible.
βœ“Demand Calculation+
  • Daily water demand was calculated from the number of occupants β€” IS 1172:1993 recommends 135 litres per person per day for residential use.
  • Storage capacity covers the supply gap duration β€” number of days between municipal supply cycles was confirmed with the local authority.
  • Overhead tank capacity is at least one day's demand; underground sump capacity is at least two to three days' demand.
  • Water demand for non-domestic uses β€” garden irrigation, car washing, construction water β€” was estimated and added separately.
  • Fire-fighting reserve was confirmed β€” IS 1172 and local bye-laws may require a dedicated fire reserve volume separate from domestic storage.
  • Future occupancy increase was factored into the demand calculation for new constructions.
βœ“Tank Material and Location+
  • Tank material is food-grade and BIS-certified β€” IS 12701 for plastic tanks, IS 2644 for ferrocement, IS 805 for steel.
  • Overhead tank is structurally supported β€” the supporting structure was designed for the full tank weight when filled (1 litre = 1 kg).
  • Tank location ensures adequate pressure head β€” minimum 2m height above the highest fitting for gravity-fed systems.
  • Underground sump is located away from septic tank and soak pit β€” minimum 15m separation per IS 1172.
  • Tank has a tight-fitting, vermin-proof lid β€” open tanks collect debris and mosquito breeding in still water.
  • A manhole or access opening of minimum 450mm diameter is provided for inspection and cleaning.
  • Tank is painted or made of UV-resistant material if exposed to sunlight β€” direct UV degrades plain plastic tanks and promotes algae growth.
βœ“Inlet, Outlet, and Overflow+
  • Inlet, outlet, and overflow pipe sizes were confirmed β€” undersized pipes restrict fill rate and create pressure loss.
  • Overflow pipe discharges to a visible point β€” not directly into the drainage system where blockage would go unnoticed.
  • A float valve or ball cock is fitted at the inlet to prevent overflow β€” confirmed as the correct size for the supply pipe.
  • The outlet pipe is 50–75mm above the tank floor to prevent sediment from entering the supply.
  • A drain/washout valve is fitted at the lowest point of the tank for periodic cleaning.
  • Inlet and outlet are on opposite sides of the tank to prevent short-circuiting of fresh and stale water.
βœ“Maintenance and Compliance+
  • Tank cleaning schedule β€” minimum once every six months β€” was confirmed with the building owner or maintenance team.
  • Water quality testing was planned for new tanks before commissioning and annually thereafter.
  • Local municipal bye-law requirements for tank size, material, and location were confirmed before construction.
  • For overhead tanks above 5,000 litres, structural engineer's certification for the supporting structure was obtained.
  • Tank capacity in litres was cross-checked against the result using: length (m) Γ— width (m) Γ— depth (m) Γ— 1,000.
Inspection Notes+
Use the latest approved drawings, specifications, and site measurements.
Complete all critical checks before proceeding to the next work stage.
Record deviations and confirm rectification where required.

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