Article

Detecting Plastic Pipes: Methods and Their Limits

Why a Genny and CAT cannot find plastic gas or water pipes, and what each alternative (acoustic, sonde, GPR, tracer wire, trial holes) can and cannot do on site.

Strikes on plastic pipes, gas and water alike, are one of the harder problems in utility detection. They do not show up on the kit most teams carry, and every method that can find them comes with a practical limit that matters once you are on a real site. Gas brings the obvious danger, but a struck water main makes its own expensive mess, and the detection problem is much the same either way. Here is what is available, and where each one runs out of road.

Detecting plastic gas and water pipes on a UK site with CAT, Genny, Gas Tracker, GPR and trial holes
Fig 01The plastic pipe problem, end to end: the kit that cannot see them, and the methods that sometimes can.

Why the Genny and CAT don't see them

A standard locator setup is a Genny paired with a CAT. It works by detecting electromagnetic fields. Either the conductor is radiating its own signal in Power mode, or the Genny is energising it so the CAT can pick it up. Plastic is not a conductor, so there is nothing to detect.

A modern UK domestic gas service is yellow medium-density polyethylene (MDPE), commonly 25mm or 32mm outside diameter, with 20mm seen on smaller older runs. There is no metal in the pipe wall and nothing the Genny can clamp onto. That is the starting position before any other method is considered.

Water tells the same story in a different colour. A modern UK water service is blue MDPE, usually 25mm, and every bit as non-conductive as the gas pipe running near it. Older water mains were iron and will still answer a CAT, but the blue plastic that has replaced them will not.

It is worth being clear about what that rules out, because the marketing around locators muddies it. No electromagnetic locator finds a bare plastic pipe, whatever the brochure says. The HSE makes the same point in HSG47: locators, with the possible exception of ground-penetrating radar, will not detect plastic pipes unless a metallic tracer wire was laid with them, a tracing rod is fed into the pipe, or RFID markers were fitted. If none of that went in with the pipe, it is invisible to electromagnetic kit. That single fact sits behind everything below, and it is why any handheld claiming to find bare plastic at depth deserves a hard look first.

Operator using a Genny and CAT on a UK street
Fig 02Genny and CAT4 in use. Effective on metallic and energised utilities, invisible to plastic services.
  • 0125 / 32 mm: typical outside diameter for a UK domestic MDPE gas service.
  • 02375 mm: minimum cover in private ground (IGEM/TD/4 Edition 5).
  • 03450 mm: minimum cover in footpaths and highways (IGEM/TD/4 Edition 5).

Plastic water pipes: deeper, lower stakes, same blind spot

Everything so far applies to any plastic pipe, but a water service differs from a gas one in two ways that matter on site. The first is depth. A gas service sits at 375mm to 450mm of cover under IGEM/TD/4. A water service goes deeper: the Water Supply (Water Fittings) Regulations 1999 put it between 750mm and 1350mm below the surface, deep enough to keep it clear of frost. So the typical water pipe is roughly twice as far down as the gas one, which takes a hard detection problem and makes it harder.

  • 0125 mm: typical outside diameter for a UK domestic blue MDPE water service.
  • 02750 mm: minimum cover for a water service (Water Supply (Water Fittings) Regulations 1999).
  • 031350 mm: maximum cover under the same regulations. Gas sits at just 375 to 450mm.

The second difference is consequence. A struck water pipe will not ignite, so it does not carry the immediate danger to life that a gas strike does. But it is far from harmless. A cut main floods the excavation in seconds, undermines the trench, cuts off supply to everyone downstream, and can pull contamination back into the network through the open end. Add the repair bill, the traffic management and the third-party claims, and a water strike is an expensive, disruptive day even when nobody is hurt.

The methods below apply to water as much as gas, with one practical difference. Access is usually easier, since a water service can often be reached at the stop tap or boundary box rather than needing a gas-qualified meter removal. The physics is unchanged though. There is still nothing for a Genny and CAT to find, GPR still has to resolve a small pipe against the ground around it, and the extra depth only widens that gap. Where a tracer wire, detectable tape or a marker went in with the pipe, it can be found. Where nothing did, a water pipe is every bit as invisible as a gas one.

Acoustic location: Gas Tracker II

The standard non-invasive option for plastic gas services is acoustic location. The most established product in the UK is the Gas Tracker II, made by MADE-SA in France and distributed in the UK by A.T.M.S. It is the kit most utility-detection specialists reach for when the supply is plastic.

An acoustic wave is injected into the gas in a live or dead pipe. It propagates along the pipe through the gas itself, not the pipe wall, stimulating tiny vibrations of the wall and the surrounding soil. A ground sensor on the surface detects the maximum signal directly above the pipe, even in noisy urban environments.

Gas Tracker II receiver tablet and ground sensor
Fig 03Gas Tracker II: the receiver tablet and ground sensor. The acoustic wave travels through the gas itself.

The catch is access. The transmitter has to be coupled to the gas at the customer end, normally by removing the meter and fitting a resonant volume in its place. That means closing the supply valve, disconnecting the meter, fitting and pressurising the transmitter, running the trace, then reinstating the meter and completing a full tightness test before the gas is turned back on. It is gas-qualified work with all the safety implications that come with it. It is not a job a typical site team would carry out themselves.

There is also customer-side disruption: an isolated supply, time on site, and a re-test before the property is back to normal. Gas Tracker II is a real option for a planned investigation, but not a quick check before breaking ground. It also works less well over soft ground than over tarmac or paving slabs, where the soil compaction between pipe and surface gives the cleanest signal. Pipes inserted in ducts or old metal carrier pipes often cannot be traced at all.

Sonde or camera insertion

A similar route is to insert a sonde, a small radio-frequency transmitter on a flexible rod, or a self-tracing CCTV camera into the pipe, and locate it from the surface as it travels along.

The access problem is the same as Gas Tracker II. The pipe has to be opened at the customer end, the sonde or camera fed in, and everything reinstated and tightness-tested afterwards. Same gas-qualified requirement, same downtime. Where it earns its keep is on longer runs, or where the route bends in ways acoustic methods struggle with. The operator can stop, locate, mark, and continue along the pipe rather than trying to interpret one signal across the whole length.

Pipe sonde transmitter on a flexible push rod
Fig 04A pipe sonde on a flexible push rod. Detectable from the surface as it travels the pipe, but only once the pipe has been opened at the customer end.

Ground Penetrating Radar

Ground Penetrating Radar is the most promising non-invasive option, and we have had real success with it on plastic services. It works by sending a radar pulse into the ground and reading the reflections from anything with different dielectric properties. It also has the most caveats. Three of them matter on a real job.

MALA Ground Penetrating Radar in use on a UK pavement
Fig 05A MALA GPR cart in use. The most capable non-invasive option, and the one with the most caveats.

Ground conditions. Conductive, wet, or heavily mineralised ground attenuates the signal. In some clay soils GPR effectively cannot see past the first few hundred millimetres. Solid concrete or tarmac above the pipe also affects the picture. This is not a UK quirk: the PE100+ Association, the European trade body for polyethylene pipe, makes the same point, that GPR needs a contrast in material properties, struggles in congested ground, and loses depth fast in clay or saturated soils.

Resolution. A widely cited rule of thumb in GPR practice is that a target should be at least roughly 10% of the depth at which it is buried to be reliably resolved. A 25mm domestic gas service at the IGEM/TD/4 minimum cover of 450mm in a footpath comes out at about 5.6%. A 32mm service at the same depth is about 7.1%. A blue water service is deeper again, so it scores worse: a 25mm pipe at 750mm of cover works out around 3.3%. All of these sit well below the threshold, and in practice the pipe itself is often invisible.

What GPR can pick up, in the right conditions, is the disturbed backfill: the scar left in the ground when the trench was cut and refilled. That scar tells you where the pipe runs even when you cannot resolve the pipe itself.

This is where moled services break the model. A moled service has been pushed underground with a pneumatic mole, no open trench. There is no backfill scar, no marker tape, and the soil around the pipe is the same as the soil beside it. GPR has very little to look at. Moled pipes also do not run straight. The mole tracks where the path of least resistance takes it: vertical position can drift through the run, and horizontal position can wander. So even when you have located the meter and the main, you cannot draw a confident line between them. The same fact makes the dig phase harder. No sand bed, no warning tape, no change in ground conditions. The first sign the pipe is there is often the strike itself.

Plans, visual cues and trial holes

The fallback most teams reach for is a combination of plans, visual judgement, and careful exposure. Plans rarely show the service itself. They generally show the main, and the assumption is that the service runs from the main to the meter. In a textbook install that is a 90-degree branch off the main, in the footpath, into the property at the meter position. The team is expecting it within a defined corridor and can trial-hole or hand-dig to expose it under HSG47 guidance.

Yellow plastic gas service pipe exposed in a trench
Fig 06A yellow MDPE gas service exposed in a trench. Once you are on top of it the colour is unmistakable. The challenge is getting to it without striking it first.

How other countries design the problem out

Everything above is about finding a pipe that is already in the ground with nothing built in to help you. There is another way to look at it: make the pipe findable the day it goes in, so nobody is ever stood over wet clay guessing with a radar. The UK leans hard on detection after the fact. Plenty of other countries lean harder on prevention at installation, and it is worth knowing how, because it explains a lot of the kit you will come across.

Tracer wire, made law. In the United States this is not left to good practice. Federal rule 49 CFR 192.321 requires plastic gas pipe that is not encased to be laid with an electrically conducting wire or other means of locating the pipe while it is underground. Industry practice puts numbers on it: a copper-clad steel conductor brought up to access points at intervals, so a locator can clip straight on. Canada says the same in CSA B149.1, and Australia and New Zealand take the same line in their AS/NZS 4645 gas-distribution standards. The honest footnote, and any UK detection team will recognise it, is that a tracer wire only helps if it survived. The biggest single cause of un-locatable plastic pipe in the US is not missing wire, it is wire that has corroded, been cut, or been torn off during directional drilling. 3M told the US regulator there are thousands of miles of plastic pipe sitting under wire that is broken or badly installed, and therefore just as invisible to a locator as bare pipe.

Detectable tape and marker balls. Buried a foot or so above the pipe, detectable warning tape is plastic film with a thin aluminium core: a visual warning if you dig onto it, and a metal target a detector can catch before you do. Colour follows the standard code, gas-yellow for gas and blue for water, across the US, Canada, Australia and New Zealand. Electronic marker balls go a step further: passive, battery-free tuned circuits, effectively low-frequency RFID, dropped over joints, tees and crossings. A locator pings a frequency and the marker answers back with position and depth, down to about 1.5 metres. The frequency is coded by utility, so the locator only hears the service it is after, 83.0 kHz for gas. Markers flag points rather than the whole run, so they are usually a belt-and-braces measure alongside tracer wire.

Knowing where it is, on paper. Often the best prevention is not in the ground at all, it is in the records. The US runs the national 811 call-before-you-dig service, where utilities must physically mark their assets in a dig zone on request. The Netherlands goes furthest: under the WIBON law any mechanical excavation has to be notified before it starts, and every network operator has to keep accurate digital records, delivered as proper vector mapping rather than the scanned PDFs common elsewhere. France's DT-DICT regime grades every registered network by how accurate its records are, so a contractor knows in advance whether the plan can be trusted or whether the line needs detecting first. The same idea sits behind the quality-level standards, US ASCE 38 and Australian AS 5488, which grade utility data from desktop records up to physically exposed and measured. UK readers will know the logic from PAS 128: it is on the plan is the lowest tier of confidence, and a plastic pipe with no wire, tape or marker can rarely be graded any higher without putting a spade in the ground.

None of these systems is magic, and none of them helps with a pipe laid decades ago with nothing fitted to find it. The takeaway is the one the physics gave us at the start: no conductor, no wire, no tape, no marker, and there is nothing for an electromagnetic locator to detect. Where other countries are ahead is in making the next pipe easier than the last one. Tracer wire, detectable tape, marker balls and accurate digital records are all cheap to fit on the day, and they are the only thing that reliably turns an invisible plastic pipe into a findable one.

Where this leaves us

There is not one method that finds every plastic pipe before the spade goes in. Gas Tracker II and sonde insertion need gas-qualified access at the customer end. GPR works in the right ground but struggles with smaller-diameter, deeper, or moled services. Plans and visual judgement narrow the corridor without eliminating the surprises. And the international picture says the same thing from the other side: the countries making real progress did it by building locatability in at installation, not by inventing a better way to find bare plastic from the surface.

For teams working around buried services on UK sites, the practical answer is competence in multiple methods and a clear-eyed view of when each one fails, alongside the safe-dig protocols that protect the team when the method runs out.

References

  • 01IGEM/TD/4 Edition 5, Polyethylene (PE) and steel gas services and service pipework. The Institution of Gas Engineers and Managers.
  • 02HSE, HSG47: Avoiding danger from underground services (plastic pipes and locators).
  • 03Gas Tracker II, MADE S.A. (France); UK distribution via A.T.M.S.
  • 04PE100+ Association: Is it possible to detect buried PE pipes from the surface?
  • 05GPR resolution rule of thumb: target diameter on the order of 10% of depth (standard GPR practice).
  • 0649 CFR 192.321(e), Installation of plastic pipe (locating-wire requirement); CSA B149.1; AS/NZS 4645 series.
  • 073M and PHMSA, Systems to Locate Plastic Pipes (broken and corroded tracer wire); 3M EMS ball markers (gas 83.0 kHz).
  • 08Netherlands WIBON / KLIC; France DT-DICT accuracy classes; ASCE 38 and AS 5488 utility-data quality levels; PAS 128.
  • 09Water Supply (Water Fittings) Regulations 1999, Schedule 2 (depth of underground water service pipes).

Rewritten for the Bureau from the original. Method drawn from Sygma’s own training material.

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