Safe vacuum potholing to positively identify services and achieve the highest Quality Level (QL-A), without damaging the asset.
Safe vacuum potholing to positively identify services and achieve the highest Quality Level (QL-A), without damaging the asset.
Non-destructive excavation gives positive visual identification and true depth where design or risk demands physical proof rather than a detected position.
Safe around live power, gas and pressurised water, with clean, easily reinstated holes.

Non-destructive excavation, also called vacuum excavation or potholing, exposes a service without a bucket ever touching it. A high-pressure water lance or air lance loosens the ground and a vacuum hose lifts the spoil into the truck, leaving a clean hole with the pipe or cable sitting undamaged at the bottom. It is the only method AS 5488-2022 accepts for QL-A, and it is what Sydney Water, Ausgrid, Endeavour Energy and Jemena expect before mechanical excavation near their assets.
The pothole is where a locate becomes proof. The exposed service is photographed, measured for depth to top and invert, surveyed in on GDA2020 and recorded with its material and size. Where a design has to thread a new pipe or pile between existing services, a line of potholes along the alignment removes the guesswork and the variation claims that follow a strike.
The same trucks handle slot trenching for cable and conduit installation, pit and pole base cleaning, and emergency exposure of a damaged service at night. Spoil can be returned to the hole and compacted, or taken away; footpath and road surfaces are reinstated to the asset owner's standard. Traffic control and permits for Transport for NSW roads are arranged as part of the job.
The same accredited crew, the same AS 5488-2022 report, from our Lindfield office to the regions. Choose your area.
A pothole program usually sits inside a bigger piece of work: a civil design, a structural footing or a residential build. LCG Solutions provides the survey and engineering, and LCG Architects the residential design, so the QL-A data goes straight to the people drawing the job.
Hydro excavation uses pressurised water to loosen the ground and a vacuum to remove the slurry. Air excavation does the same with compressed air and keeps the spoil dry so it can go straight back in the hole. We use whichever suits the ground and the asset; air is preferred around some telecommunications and gas assets.
Whenever a mechanical excavation will come within the asset owner's stated clearance of a service, typically 500 mm to 1 m for power and gas, and whenever a design needs the true depth of a service rather than the indicated depth from a locate. AS 5488-2022 QL-A can only be achieved by exposure.
Standard potholes reach 1.5 to 2 m, which covers most street services. Deeper trunk mains and sewers are exposed with extended hose and shoring where the ground allows, and are assessed on the job.
Yes, when done to the asset owner's rules. Our operators work to Ausgrid, Endeavour Energy and Jemena requirements for pressure, nozzle distance and clearances, and the lance never contacts the asset. The crew is trained for live services and carries the permits the asset owner requires.
Dry air-excavated spoil is usually returned to the hole and compacted. Wet slurry from hydro excavation is taken away in the truck and disposed of at a licensed facility. Reinstatement of footpath, nature strip or road pavement is included and done to the owner's specification.
Detection, tracing and marking of underground services using electromagnetic and ground-penetrating radar, to the accuracy each site demands.
Engineering-grade utility survey and drafting to AS 5488-2022, delivering 12D/DWG models, BIM-ready 3D strings and GDA2020 deliverables.
GPR concrete imaging before cutting, coring or drilling. Locates rebar, post-tension cables, conduits and voids. Radiation-free, no site shutdown.
Push-rod and crawler camera inspection, connectivity mapping and condition reporting for pipes up to 2 m in diameter.
USTs, concrete substructures, voids and rock seams, plus unmarked-grave, forensic and archaeological investigations.