Drainage in Swale

Swale's property stock presents several distinct failure patterns that inform how we survey and clear drainage here. On the Isle of Sheppey, soil-stack configurations and outfall positions are constrained by island topography and water-authority consent conditions, meaning standard rodding approaches often cannot be applied without a preliminary routing check. In Faversham, the creek-side conservation area contains period buildings whose clay-jointed laterals have shifted over decades of estuarine ground movement, producing root ingress and offset joints that jetting alone will not resolve. Sittingbourne's mid-century estates introduce a third picture: ageing vitrified-clay runs frequently showing longitudinal cracking under shallow cover.

Our methodology works through the same sequence regardless of address. A CCTV push-rod or crawler survey (ME9 to ME13) provides a graded defect report before any remedial work begins. High-pressure water jetting clears blockages and grease build-up; where structural defect is confirmed, no-dig CIPP relining is the first-line repair, avoiding the disruption of excavation wherever ground conditions permit. Excavation is reserved for collapsed sections or where the line geometry prevents a liner run. There is no callout fee; see /pricing for fixed post-survey rates.