St Martin In The Fields

Location: Trafalgar Square, London

Client: SMITF Ltd

Architect: Nick Cox Architects

Value:

St Martin-in-the-Fields is a landmark church located at Trafalgar Square, with a complex below-ground arrangement including a substantial crypt and basement spaces.

SFK Consulting was engaged to investigate ongoing water ingress affecting the subterranean areas of the building, and to develop a strategy for remedial works and future resilience.

The project involved diagnosing a series of interconnected drainage and water ingress problems within a highly constrained and sensitive historic environment. Existing drainage records contained uncertainties, requiring validation through survey work, while the condition of both internal and external pipework was unknown.

Investigations identified blockages, pipe damage and restricted flow within the drainage system, alongside evidence of water ingress through retaining walls, skylights and ventilation openings. The surrounding urban context introduced further complexity, with external surface water potentially draining toward and into the building and increasing the load on the internal system during heavy rainfall.

A key challenge was determining the source of water ingress, complicated by the way moisture can travel through historic fabric. While groundwater was considered unlikely to be a primary cause, seasonal patterns suggested rainwater infiltration and possible localised perched water conditions, exacerbated by defects in waterproofing or structure.

A structured programme of investigation and remediation was undertaken, beginning with CCTV and topographical surveys to establish drainage condition, connectivity and surrounding surface levels.

Identified defects were addressed through targeted remedial works, including high-pressure jetting and repairs to damaged sections of pipework, followed by further verification.

The strategy extends beyond immediate repairs to consider the long-term performance of the drainage system. This includes detailed analysis of rainfall flows, hydraulic modelling of the drainage network and assessment of system capacity under extreme storm conditions.

In parallel, specialist input is being explored to investigate water ingress using non-invasive techniques such as thermographic imaging, supporting a more accurate diagnosis of defects within the structure and waterproofing systems.

Initial remedial works have enabled further investigation and modelling of the system whilst improving some functionality to the surface water drainage system under normal conditions.

Ongoing work is aimed at resolving known leaks and improving flow performance. However, the project has also highlighted the need for a more comprehensive understanding of system capacity and external influences.

The next phase will focus on modelling, analysis and the development of strategies to manage peak storm events, including potential diversion or attenuation of surface water away from the building. Alongside this, further investigation into water ingress will inform targeted repairs, ensuring a robust and sustainable solution that protects the long-term condition of this important historic structure.

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