When Aether Roofing Solutions was called to a Victorian semi-detached property on a period residential street in Stafford, it was immediately clear that this was not a routine patch repair. The shared twin-flue chimney stack — serving both properties in the semi — had reached a critical point of deterioration. Both homeowners had been experiencing recurring damp penetration through their chimney breasts for over two winters, and after separate inspections by other contractors had failed to produce a lasting solution, they contacted us for a comprehensive survey.
Our inspection identified a cascade of interconnected failures that, taken individually, each appeared minor — but together had created a chronically leaking stack that was causing structural dampness in both homes. This is precisely the type of project where a fragmented approach produces inadequate results. A true chimney stack restoration required addressing every element simultaneously, with all work executed to the exacting standards our team applies to every job across Staffordshire.
The project was coordinated with both homeowners, and all work was completed over two days with full scaffolding erected to the ridge height of both properties to allow safe and thorough access to the entire stack.
A methodical roof-level inspection with full scaffolding access revealed the following distinct failure points across the shared stack:
The original lead step flashings on both sides of the chimney stack had completely failed. Years of thermal movement had caused the lead to crack at the stress points where it was tucked into the mortar joints. In several locations the lead had pulled free entirely, leaving open gaps between the stack brickwork and the roof tiles. Every course of tiles abutting the chimney was exposed to driving rain with no waterproof barrier in place.
The back gutter — the lead-lined channel that collects water running down the roof slope behind the chimney stack and directs it away to either side — had corroded through in two places. Water that should have been channelled away was instead sitting against the rear face of the brickwork and seeping directly through the mortar joints into the internal structure. This was the primary driver of the persistent damp on the rear chimney breast wall inside both properties.
Due to the prolonged water ingress, the face of the brickwork on the upper two courses of the stack had undergone significant freeze-thaw spalling. Water absorbed into the brick faces was freezing during cold snaps and expanding, causing the outer face of several bricks to delaminate. Six bricks required full replacement with reclaimed matching Victorian stock bricks to maintain the period character of the property.
The original pointing throughout the stack was a hard Portland cement mix — a common choice in mid-20th century repair work, but historically inappropriate and damaging to Victorian brickwork. Portland cement is significantly harder than the surrounding brick, which means it does not flex with the natural movement of the building. Instead, cracks open at the brick-mortar interface, moisture tracks behind the pointing and accelerates deterioration. Approximately 60% of the joints had failed entirely.
Both chimney pots were loose in their bedding mortar and could be rocked by hand. The haunch — the angled mortar weathering collar at the base of each pot — had cracked away completely. While not the primary cause of water ingress, loose pots present a serious safety hazard in high winds and allow rainwater to run directly down the inside of the flue.
Every element of this chimney stack restoration in Staffordshire was executed to Master Roofer standards. Below is a precise account of the methods, materials and sequencing used.
All existing lead flashings, soaker plates and the back gutter were stripped back to bare brickwork. The courses of plain clay tiles abutting the chimney on both sides were lifted and stored for re-use. Stripping everything back to a clean substrate is non-negotiable — there is no value in dressing new lead over failed lead, and attempting to do so inevitably produces a second failure within a few years. The old Portland cement haunching around the chimney pots was carefully chiselled away without disturbing the pots themselves.
The six frost-damaged bricks were cut out and replaced with reclaimed matching Victorian stock bricks, bonded and pointed to match the surrounding courses. All existing Portland cement mortar joints across the stack were raked out to a minimum depth of 20mm using an angle grinder with a 1mm slitting disc — a slow, precise operation that avoids the mechanical damage that disk-cutting can inflict on the arrises of Victorian bricks.
Repointing was carried out using a 1:2.5 mix of NHL 3.5 natural hydraulic lime mortar and sharp sand. NHL 3.5 is the correct specification for exposed chimney stacks on Victorian brickwork: it is substantially softer and more flexible than Portland cement, matches the original mortar in permeability, and allows the brickwork to breathe and shed moisture rather than trapping it. The mortar was applied in two passes — a scratch coat to consolidate the joint, followed by a finish coat raked to a slightly recessed profile to shed water away from the face. All joints were protected from rapid drying during the first 48 hours using hessian sheeting. All masonry repair work was carried out in compliance with Building Regulations Approved Document A (Structure) and Approved Document C (Resistance to Contaminants and Moisture), ensuring the structural integrity of the stack and permanent resistance to water penetration were fully restored.
The back gutter was the most technically demanding element of this chimney stack restoration. The gutter was fabricated on-site from code-6 milled lead sheet (BS EN 12588 certified, 2.65mm nominal thickness) in full compliance with BS 6915:2016 — the British Standard Code of Practice for the design and construction of fully supported lead sheet roof and wall coverings. Code-6 is specified for back gutters rather than the lighter code-5 used elsewhere because back gutters collect and hold standing water — a heavier gauge is essential for long-term durability. The gutter was formed in a single continuous piece where possible, with any necessary bossed joints executed using lead bossing mallets and a dresser — not soldering, which is inappropriate for this application as it cannot accommodate the same degree of thermal movement. The gutter was laid to a minimum 1:60 fall towards a lead-lined outlet on each side of the stack, and the upstand at the rear face was dressed into a freshly cut chase in the brickwork to a minimum 25mm depth, then pointed with a flexible mortar to allow movement.
New individual lead soaker plates were cut and dressed to each course of plain clay tile on both sides of the chimney stack. Each soaker is cut to an L-profile: the horizontal leg sits beneath the tile and overlaps the tile below by a minimum of 100mm, while the vertical leg turns up 75mm against the chimney face. Soakers form the primary waterproofing layer and must be sized precisely to the tile gauge — a detail that is frequently cut short by less experienced roofers.
Over the soakers, code-5 step cover flashings were dressed and fixed at each brick course. Each step flashing was individually cut to a minimum length of 200mm with a 25mm turn-in tucked and wedged into the mortar joint, then pointed over with a mortar that is coloured to match the existing stack. The critical detail — which is where most chimney flashings fail — is that the turn-in is wedged using lead wedges, not simply pressed in. This prevents the flashing lifting under wind pressure and ensures the watertight overlap is maintained under all weather conditions. All tiling and flashings were executed in compliance with BS 5534:2014 (Code of Practice for Slating and Tiling) and Building Regulations Approved Document C, meeting the required standards for weather resistance and moisture protection on pitched roofs in the UK.
The front apron flashing — the single lead sheet covering the junction between the front face of the chimney and the roof tiles below — was replaced in code-5 lead. The apron was cut to cover the full width of the chimney face plus 150mm each side, was dressed to follow the roof slope precisely, and the top edge was dressed into a continuous chase cut in the mortar joint with the turn-in secured by lead wedges at 300mm centres. The bottom edge was dressed over the top surface of the last course of plain tiles, with a 50mm minimum overhang. No sealant was used at any junction point — sealant-based approaches to chimney flashings are a short-term fix that invariably fail within a few years and are not consistent with Master Roofer standards.
Both chimney pots were removed, the old haunching completely removed, and the pot seating cleaned back to sound brickwork. Each pot was re-bedded in a mortar bed of NHL 3.5 lime and sharp sand. The haunching — the angled weathering collar formed around the base of the pot where it meets the top course of the stack — was built up in two passes to achieve a clean, steeply angled profile that sheds water away from the pot base at every angle. The haunch was finished with a rounded profile using a piece of lead sheet as a template to ensure a consistent, smooth weathering surface. Both pots were checked plumb in both planes before the mortar had set.
We never compromise on material specification. The following products were used on this project.
BS EN 12588 certified, 2.65mm nominal thickness. Specified for back gutter where water can pond. Formed on-site using bossing technique. No soldering.
BS EN 12588 certified, 1.80mm nominal thickness. Used for step cover flashings, soakers and apron flashing. All turn-ins fixed with lead wedges, not adhesive or sealant.
1:2.5 mix with sharp sand. Specified for Victorian brickwork to match original mortar permeability and flexibility. Avoids the cracking and moisture entrapment caused by Portland cement repointing on period properties.
Sourced from a specialist reclaim yard in Staffordshire to closely match the colour, texture and dimensions of the existing Victorian brickwork. Period-appropriate repair that maintains the character of the property.
The completed chimney stack restoration was inspected at roof level before the scaffolding was struck. All lead was checked for correct laps, secure turn-ins and consistent dressing. All new mortar joints were checked for depth and profile. Both homeowners were walked through the completed work from the scaffolding and provided with a full photographic record of the project before, during and after each stage.
Within six weeks of completion, both homeowners confirmed that the damp on their internal chimney breast walls had fully resolved. The property now has a structurally sound, correctly weatherproofed chimney stack that should require no significant maintenance for a generation. Both properties received a 10-year written workmanship guarantee covering all leadwork, repointing and masonry repairs.
“We had suffered damp on our chimney breast for two winters and had two other roofers look at it without any lasting fix. Aether came and gave a thorough survey explaining exactly what was wrong and why. The quality of the leadwork they did is exceptional — you can see immediately that it has been done properly. No more damp and a ten-year guarantee to back it up. Could not recommend them more highly.”
Chimney leadwork is one of the most technically exacting disciplines in roofing. These are the standards we apply to every project.
Every sheet of lead we use is manufactured to BS EN 12588 — the British Standard specification for milled lead sheet used in building. We do not use off-cuts, reclaimed lead or lead of unknown specification. The correct code for the correct application, every time.
Using Portland cement on Victorian brickwork is one of the most common — and most damaging — mistakes made in chimney repair. We specify the correct mortar for the property: NHL lime for period buildings, modern OPC-based mortars where appropriate. Getting this wrong accelerates deterioration and voids any meaningful guarantee.
Silicone sealant or mastic applied over failed flashings is a temporary cosmetic fix, not a chimney repair. We see this on a significant proportion of the chimneys we are called to inspect. Sealant typically fails within 3–5 years, and by then the underlying deterioration is worse. Proper lead work, executed correctly, lasts for decades.
Our team carries out chimney leadwork regularly across Staffordshire. Bossing lead on-site, cutting and dressing soakers to precise tile gauges, and forming correct back gutter profiles requires skilled, experienced hands. This work is never subcontracted. Every chimney repair across Staffordshire is carried out by our own directly employed roofers.
We carry out chimney stack restoration and leadwork projects across the whole of Staffordshire, including:
Stafford · Cannock · Lichfield · Tamworth · Burton-on-Trent · Rugeley · Stone · Leek · Newcastle-under-Lyme · Uttoxeter · Penkridge · Codsall · Wombourne · Biddulph · Kidsgrove · Burntwood · Kinver · Eccleshall · Cheadle
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Free survey, written fixed-price quote, BS EN 12588 lead throughout, own team, 10-year guarantee.
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