Halifax General Insurance Services v Teignbridge District Council

Decision date: 7 June 2011

Neutral citation: [2011] UKUT 213 (LC)

Overall AI summary confidence: high

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Short overview

This short overview is intended to summarise the case, issues and outcome so far as they are supported by the judgment.

AI confidence in this short overview: high

This appeal concerned Halifax's claim for £7,602 after Teignbridge refused permission to reduce a TPO-protected oak alleged to have caused subsidence to an adjacent bungalow. The Tribunal accepted the claimant's evidence that root moisture loss from the oak caused the cracking on the balance of probabilities and found the partial underpinning and repairs were necessary, proportionate and reasonably priced. The claim was allowed in full; no costs order was made under the simplified-procedure regime.

Ratio decidendi

This summary is intended to identify the ratio decidendi, meaning the legal reasons for deciding and the binding part of the decision.

AI confidence in this ratio decidendi summary: high

Where crack monitoring showing a characteristic seasonal pattern is combined with site investigations and other supportive evidence, that combination can be sufficient to establish tree-related desiccation as the cause of subsidence even in the absence of level monitoring. A compensating authority may be required to pay reasonable and proportionate remedial costs incurred by a claimant when permission for less invasive tree management (such as crown reduction) has been refused and other options are then taken.

Obiter dicta

This summary is intended to identify obiter dicta, meaning observations made by the way that were not necessary to deciding the case and are not binding.

AI confidence in this obiter dicta summary: medium

The judgment observes that level monitoring is a useful and by-then expected test and would have been advisable, but its absence does not automatically invalidate other sufficient evidence of tree-related subsidence. It also notes that root barriers can be impractical or disproportionately expensive in constrained sites (e.g. near drains or third-party land) compared with underpinning.