Underground Water Mains Leak Detection in Brandon

A underground mains leak in Brandon was located using tracer gas, acoustic listening, and pressure testing, with water mains leak detection confirming the fault at an elbow fitting in the rear alleyway. Found by engineer Krzysztof Kobylinski.

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Facts

LocationBrandon
CountyDurham
Leak TypeWater Mains Leak Detection
Property TypeResidential property
Detection MethodTracer Gas, Acoustic Listening, Visual Inspection, Pressure Testing
OutcomeUnderground mains leak found in rear alleyway, excavated and repaired.

Symptoms

spinning water meter dial checked during leak detection investigation

The occupants of a property in CV3 noticed a steady drop in water pressure alongside an unexplained rise in their water bill. On arrival, no visible water ingress or damage was present inside or outside the property, making the source of the problem difficult to identify without specialist equipment.

A check of the water meter confirmed it was spinning despite no water being actively used, pointing clearly to an active leak somewhere within the property's supply pipework. Cases like this — where the leak is concealed and underground — are precisely what water mains leak detection is designed to address.

With no obvious surface signs, the investigation focused on the external water supply, tracing the pipework from the meter through to the building to identify where loss was occurring.

Key Symptom
The water meter was found spinning with no water in use, confirming an active leak within the supply system.

Methods Used

acoustic listening device and gas detector resting against brick wall during leak detection

The external water supply was the primary focus of the investigation. Tracer gas was introduced into the pipework and an acoustic listening device was used to survey the route of the supply, including into the shared rear alleyway.

A strong gas signal combined with a clear acoustic response identified the leak location in the alleyway without the need for guesswork or extensive excavation.

This approach — combining tracer gas and acoustic listening — is standard practice in water mains leak detection where pipework runs underground and out of direct sight. Both methods corroborated the same location, giving clear confidence before any ground was broken.

Permission was obtained from the neighbouring property before excavation proceeded.

Tracer Gas. Introduced into the external supply pipework to travel through any breach and surface at the leak point, producing a strong detection signal in the rear alleyway.

Acoustic Listening. Used to survey the pipework route and identify the characteristic noise of escaping water, which was detected clearly in the shared alleyway area.

Visual Inspection. Carried out on arrival to confirm the absence of visible water ingress or surface damage before proceeding to instrument-based detection.

Pressure Testing. Used to retest the system following repair, confirming no further leaks remained on the external water supply.

Investigation Process

  1. 1
    Meter Check on Arrival

    The water meter was inspected and found to be spinning with no water in use, confirming an active leak was present within the supply system.

  2. 2
    Visual Inspection

    A visual check of the property found no signs of water ingress or surface damage, ruling out any obvious above-ground source.

  3. 3
    Tracer Gas Introduced

    Tracer gas was injected into the external water supply pipework to begin locating the breach underground.

  4. 4
    Acoustic Survey of Pipework Route

    An acoustic listening device was used to survey the supply line, with a strong noise response detected in the rear alleyway area.

  5. 5
    Gas Detection Confirmed in Alleyway

    Tracer gas readings confirmed the same location identified acoustically, pinpointing the leak to the rear alleyway without ambiguity.

  6. 6
    Permission Obtained and Excavation Carried Out

    With agreement from the neighbouring property, a targeted excavation was completed in the shared alleyway, exposing the faulty fitting.

  7. 7
    Leak Identified at MDPE Elbow Fitting

    A 25mm MDPE elbow fitting was found to be leaking; the pipe section had been cut too short and two pipe inserts were missing.

  8. 8
    Repair Completed

    The defective fitting was replaced using a Plasson straight coupler, Plasson elbow, correct pipe inserts, and 25mm MDPE pipe, with all components properly installed.

  9. 9
    Retest and Reinstatement

    A pressure test confirmed no further leaks on the external supply. The excavation was backfilled and the site left clean, safe, and tidy.

Result & Outcome

leak found at 25mm MDPE elbow fitting submerged in flooded excavation in alleyway

The leak was located in the rear alleyway at a 25mm MDPE elbow fitting on the external water supply. On excavation, it was clear the pipe had been cut too short during a previous installation, and two pipe inserts were absent — faults that would have caused the fitting to fail over time regardless of other factors.

The repair used a Plasson straight coupler, Plasson elbow, pipe inserts, and 25mm MDPE pipe to restore the supply correctly. A pressure test following the repair confirmed no further leaks remained on the external supply, giving a clean result before the trench was backfilled.

For a property in CV3 dealing with unexplained bill increases and pressure loss, this is the typical resolution a water mains leak detection investigation delivers — a defined fault location, a completed repair, and a system that retests clear. The customer is advised to check their building insurance for Trace and Access cover, as the detection and repair costs may be reclaimable.

Completed by Krzysztof Kobylinski, leak detection engineer at ADI Leak Detection.

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