Leak Detection in Ngāruawāhia

Ngāruawāhia sits where the Waipā River joins the Waikato, a few minutes north of Hamilton on the old State Highway 1 route. It is a long-established town with much of its housing dating from the middle of last century, and the pipework serving those homes is often of a similar vintage.

The town is growing again as Hamilton commuters look north for more affordable sections, and new homes are being built on the edges and on infill lots. New connections being cut into old mains, and new services going into berms that were never mapped properly, make locating essential before any excavation.

Low-lying ground on the river flats has a high water table, which makes trenches wet and leaks hard to see. Waikato District Council runs water and wastewater in town, while rural properties around Ngāruawāhia rely on bores, river takes and private lines running across paddocks.

Two generations of pipe sit side by side here. Under the older grid it is galvanised steel laterals off cast iron or asbestos-cement mains, with the usual results: rust-choked galvanised that pinholes, and AC that cracks at the joints when the river-flat ground shifts. Copper laterals from the 1960s and 70s last better, but their brass fittings corrode in wet ground and the first sign is often a damp patch at the toby.

The post-2013 houses are on MDPE laterals and PVC or PE mains, often cut into those old mains at a saddle. The weak points are the new fittings, especially where fencing or landscaping went in after the plumber left, and as-builts from fast-built stages that do not match the trench. New plastic without tracer wire is invisible to an electromagnetic locator, so on a 2015 section we go to radar and a hydro-vac pothole, while on a 1950s section the metal pipe traces cleanly from the toby. Where a new connection has been cut into an old AC main, the saddle itself is a common leak point.