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Services & Equipment .
How we detect underground
The first part of the investigation consists of the identification and marking of the electrical cables on the site. This step is performed using a Cable Avoidance Tool (CAT) instrument. The survey area is crossed in a grid pattern and live cables are identified by referring to the instrument’s display screen and a generated tone. The CAT instrument picks up detected services at a 90° angle, giving an indication in which direction the detected services are aligned.
The final phase of the investigation consists of the subsurface screening with ground penetrating radar (GPR). This investigation will identify subsurface infrastructure that could not be detected by the CAT tool, which may include fibre cement, PVC or concrete structures
The detected services are marked using luminescent spray paint on hard standing or and stakes for softer or vegetated areas .Different colour paints are used to differentiate between the live cables and other non-conductive services.


Underground Detection Equipment
Underground Detection Services
Geophysical techniques all have limitations that need to be considered when using them
- Ground penetrating radar does has limited penetration through very dense compacted material, saturated soil or soils covered in reinforced concrete
- Where the dielectric value of the surrounding soil and the service you are looking for are close to each other, a very weak or no reflection will be visible
- The GPR unit has to be in contact with the soil surface and irregular surfaces cannot be scanned
- Outside interference from high voltage underground or overhead lines
- Detected underground services cannot always be service-specifically identified unless they are visible at a termination point, manhole or according to existing information.
- In areas where underground services are densely concentrated in sub-metreareas, services will be indicated as a band of services. Equipment used in the proposed survey can’t distinguish between individual services in such areas if ground conditions do not allow it.
- Services buried on top of each other can often not be distinguished using electrical or radar detection methodologies
- Depth of detected services can be supplied by the avoidance tool if a good signal connection can be made or by GPR within a 10% accuracy.
- Dense clay formations, high water tables, rubble used as backfill, excessive steel reinforcement in concrete or even load shedding can influence the accuracy of the equipment used and the outcome of the survey.
- Whilst employing appropriate equipment, processes and best endeavors at all times, no guarantee can be made that any particular element of buried infrastructure will be properly detected or parameterized by the proposed survey due to the large number of variables encountered on different sites. For critical applications it is always recommended that a survey be followed by careful hand excavation and air knife probing
GSSI – GPR – Ground Penetrating Radar
Ground penetrating radar (GPR) is a geophysical method that uses radar pulses to image the subsurface. This non-destructive method uses electromagnetic radiation in the microwave band (UHF/VHF frequencies) of the radio spectrum and detects the reflected signals from subsurface structures. GPR can be used in a variety of media, including rock, soil, ice, fresh water, pavements and structures. It can detect objects, changes in material, voids and cracks.
The GPR unit used is a SIR-3000 model with a rugged cart manufactured by GSSI. The cart is pushed along the investigation area in a grid or target pattern. It is critical that the antenna is in direct contact with the ground surface and as such the GPR can only be used on reasonably level areas. Paving or concrete can be penetrated unless it is has been highly compacted or contains a significant amount of reinforcing steel.
Information that can be collected
- Location of the service
- Depth to the top of the service within 10%
- The size of the service can be gauged to some extent based on the parabola indicated
- Other information gained through investigation of manholes, or access points
- Services located closely together or conduits cannot always be distinguished, but are marked as bands of services
