How to Check Plumbing and Drainage Work Quality
How to inspect plumbing and drainage work yourself. Pipe gradients, drain bedding, unvented cylinders, discharge pipes, and water efficiency with building regulations.
Plumbing and drainage defects account for about 4% of formally recorded building defects - a low figure that massively understates the real-world impact. Water leaks are the single largest category of domestic insurance claims in the UK. The average escape-of-water claim costs over £7,000. And most of those leaks trace back to poor joints, inadequate pipe support, missing isolation valves, or drainage that was never properly tested before it was buried.
The problem with plumbing and drainage is timing. The critical work happens during the first fix stage - when pipes are run through walls and floors, and drainage is laid in trenches - and it's all covered up before you move in. If you don't check it then, you're relying entirely on the plumber's diligence. Getting the quote right is the first step - see our guide on what to check in a plumber's quote. One caveat before the detail: the Approved Documents quoted here apply in England. Wales has its own Approved Documents, Scotland works to the Technical Handbooks and the Scottish Water Byelaws, and Northern Ireland to Technical Booklets, so some of the figures differ.
TL;DR Checklist
- Drain gradient between 1:40 and 1:80 for 100mm pipe
- Pipes bedded on granular material (pea gravel), not rubble or bare soil
- Access chambers at every direction change, gradient change and pipe size change, spaced per Table 13 (45m between inspection chambers, 22m from a rodding eye to a junction)
- Unvented cylinder installed by G3-qualified plumber with Benchmark commissioning
- Hot water reaches the furthest tap within 1 minute
- Pressure relief valve discharge pipe is visible, with tundish, routed outside
- All exposed pipework in unheated spaces is insulated
- Soil stack at least 100mm internal diameter (standard 110mm pipe), open vent finishing 900mm above any opening within 3m
- Water-efficient fittings targeting 125 litres/person/day
The Full Guide
Drain gradient
This is the single most important thing to check before drainage trenches are backfilled. Get the gradient wrong and you'll have problems forever - slow draining, blockages, smells, and eventually a collapsed or silted-up pipe that needs excavating.
For 100mm diameter pipes (standard for domestic foul drainage), Approved Document H sets minimum gradients in Table 6 rather than a permitted range. A normal house has a peak flow of about 2.5 litres per second and at least one WC, so the flattest gradient allowed on a 100mm foul drain is 1:80, a fall of 12.5mm per metre. The 1:40 figure is the minimum for drains carrying less than 1 litre per second. Approved Document H sets no maximum gradient, but 1:40 to 1:80 is the range most designers work to.
Why do designers work to a range? Laying flatter than the Table 6 minimum is a compliance failure: nothing has enough momentum to flow, solids and water both stall, and you get blockages. Very steep runs are not prohibited by Approved Document H, but the long-standing trade view is that water can run away from solids and leave them behind, so most designers keep domestic runs between 1:40 and 1:80 unless site levels force something steeper.
Table 6 of Approved Document H gives the flattest gradients at which foul drains should be laid. A 100mm drain carrying a peak flow above 1 litre per second and serving at least one WC, which is the normal house case, should be laid no flatter than 1:80. A 100mm drain carrying less than 1 litre per second should be laid no flatter than 1:40. No maximum gradient is set. All gradients should be even, and any change of gradient should be combined with an access point.
Check the gradient with a spirit level and tape measure while the trench is still open. Lay the spirit level on top of the pipe and measure the drop over a known distance. A 1:80 gradient over a 2-metre run is a 25mm drop. If the pipe has dips, flat spots, or inconsistent falls, point it out immediately - once it's backfilled and a patio or driveway goes over the top, fixing it means digging everything up again.
Pipe bedding
Drainage pipes aren't just laid in a trench - they need to sit on a bed of granular material that supports them evenly along their full length. The standard bedding material is pea gravel or similar rounded aggregate, laid to at least 100mm below the pipe and brought up to at least half the pipe diameter on each side.
Why this matters: pipes that sit directly on uneven soil will develop stress points. Over time, the ground settles unevenly, the pipe flexes at the stress points, joints open up, and you get leaks. Pipes laid on rubble, broken brick, or sharp stones are even worse - the stones can puncture or crack the pipe as the fill above settles.
After the pipe is laid on its bedding, the surround material (more pea gravel) should be carefully placed and compacted around the pipe - not dumped in from a height, which can displace the pipe from its correct alignment. Only after the surround reaches 300mm above the pipe should general backfill material be used.
Before the trench is backfilled, photograph the pipe bedding from both ends and at several points along the run. These photos will be invaluable if drainage problems develop later - they prove whether the bedding was done correctly or not.
Access chambers
Access chambers (manholes and inspection chambers) are your route into the drainage system when something goes wrong. You need them at or near the head of each drain run, at every change of direction, every change of gradient, every change of pipe size, and at junctions unless each run can be cleared from another access point. Spacing on straight runs depends on what is at each end: Approved Document H Table 13 allows up to 45m between inspection chambers and 90m between manholes, but only 22m from a rodding eye to a junction.
Check that the chamber is deep enough to access the channel at the bottom, that the benching (the sloped concrete that channels flow into the pipe) is smooth, and that the cover sits flush with the surrounding surface. Covers that are below the surrounding ground collect standing water; covers that are above the ground become trip hazards.
For shallow drainage (less than 600mm deep), plastic inspection chambers with snap-on covers are standard. Deeper drainage typically uses precast concrete chambers with heavy-duty covers - especially if the cover is in a driveway or parking area where vehicles will pass over it. Using a lightweight pedestrian-duty cover in a vehicular area is a common mistake that ends with a cracked cover, a caved-in chamber, and an expensive repair.
Access points should be provided at or near the head of each drain run, at bends, at changes of gradient, at changes of pipe size, and at junctions unless each run can be cleared from another access point. Maximum spacing depends on the type of access at each end: Table 13 allows 45m between inspection chambers and 90m between manholes, but only 22m from a rodding eye to a junction. All access chambers must be accessible and covers should match the loading requirements of their location.
Unvented hot water cylinders
If your project includes a pressurised (unvented) hot water cylinder - brand names like Megaflo, Heatrae Sadia, or Telford - the work is notifiable under Part G3, so it must either be notified to building control before it starts or be self-certified by an installer registered with a competent person scheme for unvented hot water storage systems. Those schemes expect a current unvented hot water systems certificate, the ticket the trade calls G3, and it is a specific qualification separate from general plumbing competence.
Unvented cylinders work under mains water pressure rather than the gravity-fed head from a cold water tank in the loft. They give better pressure at the taps but require specific safety controls: a temperature/pressure relief valve, an expansion vessel or internal air gap, and a discharge pipe that safely vents steam and hot water if the controls fail.
The installer must commission the system and record the settings in the Benchmark commissioning log - a document that comes with every cylinder and should be completed on site with the actual settings used. Without a completed Benchmark log, the manufacturer's warranty may be void.
Water heaters with a capacity of 15 litres or less that have appropriate temperature and pressure safety devices generally satisfy G3(3). Larger unvented hot water storage systems should be a proprietary unit or package meeting an appropriate standard such as BS EN 12897 or BS 6700, must have a discharge pipe from the temperature and pressure relief valve, and are notifiable building work. Notify building control before work starts, or use an installer registered with a competent person scheme for unvented hot water storage systems, who will self-certify the work.
Hot water delivery and discharge pipe
Part G sets no time limit for hot water arriving at a tap. The control is on pipe length: BS 8558 caps the length of uninsulated hot water draw-off pipes, and Part L requires primary and secondary circulation pipes, and the first metre of pipe from the cylinder, to be insulated. A minute at the furthest tap is a sensible practical yardstick rather than a regulation. In a large house or one with a long pipe run to a distant bathroom, this might need a secondary hot water circulation loop (a return pipe that constantly circulates hot water back to the cylinder so hot water is always available near the taps).
The pressure relief valve discharge pipe deserves special attention. This pipe carries scalding water and steam if the safety valve operates, so it must be routed safely. The discharge pipe must include a tundish - a visible air gap device - in a location where you can see it. If the tundish is dripping, it tells you the relief valve is discharging, which means something is wrong with the cylinder's temperature or pressure controls.
From the tundish, the discharge pipe routes to an outside drain or a safe location where the discharge won't cause injury. It should be metal or high-temperature plastic (not standard plastic push-fit, which will melt), and it should be visible along its entire length where practical. A discharge pipe hidden behind a wall defeats the purpose - you need to see it to know if it's operating.
After installation, ask your plumber to show you the tundish location. If it's behind a panel or in a cupboard, you need to be able to access it easily. Check it periodically - any dripping indicates a fault that needs attention before it becomes an emergency.
Pipe insulation
All water pipes in unheated spaces - lofts, garages, external walls, crawl spaces under suspended floors - must be insulated. This serves two purposes: preventing freezing (a burst pipe from frost is the classic insurance claim) and reducing heat loss from hot water pipes (a Part L requirement for energy efficiency).
The insulation should be continuous, with joints taped or sealed, and correctly sized for the pipe diameter. Standard foam tube insulation is adequate for most domestic applications, but thicker insulation (or trace heating) may be needed for pipes in particularly exposed locations.
Check that the insulation hasn't been compressed, torn, or left with gaps - especially at bends, tee junctions, and where pipes pass through walls. These are the points where frost damage is most likely to occur.
Soil stack
The soil stack is the vertical 110mm pipe that carries waste from upstairs WCs and bathrooms down to the underground drainage. It must be at least 100mm internal diameter where it serves WCs with outlets over 80mm, which in practice means standard 110mm plastic soil pipe (smaller pipes are used for waste from basins and showers, but they connect to the soil stack, not directly to the drain).
The stack must be ventilated to prevent siphonage (where the rush of water down the stack sucks the water out of the trap seals in basins and WCs, allowing sewer gas into the house). That usually means taking the stack up past the eaves and open to the air, though Approved Document H also allows a stack to terminate inside the building on an air admittance valve to BS EN 12380, provided at least one open ventilating pipe is provided at or near the head of the main drain. Approved Document H requires a ventilating pipe open to outside air to finish at least 900mm above any opening into the building within 3 metres, fitted with a wire cage or other perforated cover that does not restrict airflow. Clearing the gutter is common practice rather than a regulation.
If the soil stack runs internally (inside the building rather than on the outside wall), it should be boxed in with fire-resistant material and have access panels at key points for maintenance. Internal soil stacks should also have fire collars where they pass through floors.
Water efficiency
Part G sets a water efficiency target of 125 litres per person per day for new dwellings. Some local authorities in water-stressed areas (mainly the south and east of England) require a tighter 110 litres target through planning conditions.
This target is achieved through the specification of water-efficient fittings rather than requiring homeowners to use less water. Dual-flush WCs (4/2.6 litres), flow-restricted taps and showerheads, and smaller bath sizes all contribute. Your plumber should be aware of this if the project requires building regulations sign-off.
New dwellings must not exceed a whole building water consumption of 125 litres per person per day, calculated using the water efficiency calculator in Part G. Where planning conditions apply, the tighter optional standard of 110 litres per person per day may be required.
Common Problems
Drainage that blocks repeatedly in the same place. Almost always caused by incorrect gradient - a flat spot or a dip in the pipe run where material accumulates. Fixing it means digging up the pipe and re-laying it at the correct fall. Prevention (checking the gradient during construction) is infinitely cheaper than cure.
Tundish dripping on an unvented cylinder. This means the temperature/pressure relief valve is discharging, which indicates the cylinder is overheating, the expansion vessel has failed, or the pressure reducing valve on the supply is faulty. It needs professional attention promptly - the safety devices are working, but they shouldn't need to be.
Water hammer (banging pipes). Caused by pipes that aren't properly clipped and supported. When water flow stops suddenly (a tap or valve closing), the momentum creates a pressure wave that makes unsupported pipes bang against walls and joists. The fix is more pipe clips, which is straightforward if the pipes are accessible and expensive if they're buried in walls or floors.
Frozen pipes in the loft. Missing or inadequate insulation on pipes in unheated spaces. The insurance industry pays out hundreds of millions of pounds every winter for burst pipes. The insulation costs a few pounds per metre and takes minutes to fit. There's no excuse for leaving pipes uninsulated.
Questions to Ask Your Builder
- "Can I see the drainage before the trench is backfilled?" - This is your only chance to check the gradient, bedding, and access chambers. Once it's backfilled, it's buried for decades.
- "Are you G3 qualified for the unvented cylinder, and can I see your certificate?" - The qualification is specific and requires regular renewal. A general plumbing NVQ doesn't cover unvented systems.
- "Where is the tundish for the hot water discharge, and can you show me?" - You need to know where it is and what it looks like. If you see it dripping in six months' time, you need to call a plumber.
- "Will you be insulating all the pipes in the loft and garage?" - The answer should be an unqualified yes. If they suggest some pipes don't need it, ask them to specify which ones and why.
- "Can you show me where the access chambers are and how to open them?" - If you ever have a drainage problem, you'll need to find and open these chambers. Know where they are from day one.
Plumbing & Drainage Quality Checklist
A printable checklist to take on site.
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