Masonry, Brick & Stone Work in Garfield, NJ

We're headquartered in Garfield, at 163 Midland Ave just off Passaic Street, and a lot of our weekly work is brick and mortar — rebuilding chimney crowns, repointing stacks, and laying matched brick on homes all over the city. So when a Garfield homeowner needs a wall repointed, a set of front steps rebuilt, or a patio laid, it's the same masons doing the same trade, not a roofer subcontracting it out to whoever's available.

Garfield's older brick and masonry homes give us plenty to do. The city's 1920s–1960s housing — colonials, capes, two-family flats, and the older streetcar housing along Passaic Street, Outwater Lane, and Belmont — was built when brick stoops, masonry foundations, and brick chimneys were standard, and most of that masonry is now several decades into Garfield's freeze-thaw winters. Water gets into a joint or a step, freezes, expands, and wedges the masonry apart a little more every year. That's behind nearly all the masonry repair we do here.

Repointing on Garfield's Older Brick

Mortar joints are meant to be the sacrificial part of a wall — softer than the brick, so weathering eats the joint instead of the masonry. On Garfield's pre-war homes, the upper joints and the weather-facing sides are usually the first to recede, crack, or wash out, and once they do, water gets behind the brick and the winters finish the job. Repointing means grinding the failed mortar out to depth and repacking it with fresh.

On the older Garfield housing, the mortar match is everything. Many of these homes went up when soft lime mortar was standard, and that softness is the point — the joint flexes so the brick doesn't have to. Drop a hard Portland mix into those joints and the brick becomes the weakest part of the wall, which is backwards; the next few winters peel the faces off it. We match the mix and the color to what the house was built with, so the repair guards the original brick instead of quietly wrecking it — the same call we make every week on the city's older chimneys.

Concrete Steps Repair, Stoops & Walkways

Garfield front steps take a beating — winter road salt, water pooling on a tread with bad pitch, and freeze-thaw cracking them apart season after season. We rebuild brick and concrete steps with proper drainage pitch so water sheds instead of sitting, footings set below the local frost line so they don't heave, and finishes that match the house. The brick stoops on Garfield's older streets are a regular part of this work. Same approach on walkways: the failure is almost always water and a bad base, so we fix the base, not just the cracked surface on top.

Not every set of steps needs replacing. Concrete steps repair on a Garfield stoop is usually one of three jobs, and which one you need depends on what the damage is telling us. Surface spalling — the top layer flaking off after salt and freeze-thaw have got into it — is resurfaced, with the loose material cut back to sound concrete first so the new layer has something to bond to. A cracked or broken tread or a chipped nose is a patch and re-form. But when the steps have pulled away from the house, tipped back toward the door, or dropped at one corner, that is the footing moving underneath, and resurfacing it is money thrown at a symptom — those get rebuilt on a proper footing below frost depth. We tell you which of the three you have before we quote it.

Pavers, Patios & Retaining Walls

A paver patio or retaining wall lives or dies on what's underneath and behind it. Patios that sink and heave were set on dirt instead of a compacted base; retaining walls that lean had no drainage behind them, so water pressure slowly pushed them out. We build the base right — compacted aggregate and proper edge restraint under pavers, drainage stone and weeps behind walls. On Garfield's tighter lots that base and edge work is what keeps a patio flat and a wall plumb years down the line.

Brick & Stone Repair on Garfield Homes

Spalling brick faces, a loosened section of garden or retaining wall, a chimney shoulder coming apart, a cracked stone veneer — we repair and rebuild brick and stone to match what's already on your Garfield home. On rebuilds we go back to sound material, source brick or stone as close to the original as the age of the house allows, and lay it with matched mortar so the repair disappears into the wall rather than standing out as a patch.

Why Local Matters for Garfield Masonry

We're not a Bergen County outfit that lists Garfield as an outer service ring. Our shop is here at 163 Midland Ave, the trucks are stocked here, and most of the crew lives within twenty minutes. For masonry that means we already know the older brick and stone on these streets, we match mortar to the housing stock we work on constantly, and the same crew handles your chimney, your steps, and your repointing as one job with one point of accountability. If you've seen our trucks around the city, that's because Garfield is our actual hometown.

Mortar Types M Through O on Garfield's Pre-War Brick

The National Park Service's repointing brief lays the types out, and points to ASTM C270 for the mortar itself. It lists them in decreasing order of approximate general strength: Type M at about 2,500 psi, Type S at 1,800, Type N at 750, Type O at 350. The letters are taken from the words MASON WORK, every other letter. Proportions are always written cement-lime-sand, so the Type O the brief names is 1:2:9. The brief's own way of framing the choice: a mortar strong in compressive strength suits a hard stone pier holding up a bridge deck, while a softer, more permeable lime mortar belongs on a historic wall of soft brick. Picking a type is not a question of how far up that ladder you can get.

Two tests, and a repoint has to pass both. New mortar has to be softer in compressive strength and more vapor-permeable than the brick units. It also has to be no harder and no less permeable than the mortar already in the wall. That is not one test written twice — the brief is explicit that hardness is not necessarily an indication of permeability, and that old, hard lime mortars can still retain high permeability. Scratching a joint tells you less than people assume. Sand is the other half of it: for repointing the brief says sand should generally conform to ASTM C144 for gradation, matched to the original in size, color and texture. On most pre-war Garfield brick it is the sand that makes a new joint disappear, not a pigment stirred into the mix.

There is a second failure path here, slower than the mechanical one. Historically the joint worked as a bedding material — the brief compares it to an expansion joint rather than to glue — and moisture left the wall through the mortar. Close that route with a dense cement mortar and the water leaves through the brick face instead, where soluble salts crystallize just under the surface and lift it off. The brief's photograph of it shows a wall where trapped moisture could not evaporate through the joints, and water pressure eventually popped the surface off the bricks.

The everyday version of the mistake comes out of a bag. Masonry cement off the hardware-store shelf is designed to produce mortars with a compressive strength of 750 psi or higher, always carries a large amount of portland cement, and generally contains no lime — which is why the brief says it is generally not recommended for use on historic masonry buildings. That does not mean every Garfield house wants a soft lime mix. Portland was a minor ingredient up to the turn of the century and equal parts with lime putty by the 1930s, so the brief's own range for masonry built between 1873 and 1930 runs from pure lime and sand to a wide variety of lime, portland and sand combinations. Garfield's housing runs later than that on plenty of streets, and a lot of these walls were repointed once already with something modern. We look at the brick and at what is actually in the joint before naming a type.

Four Feet Is Where a Garfield Retaining Wall Needs a Permit

New Jersey puts a number on this, and it is four feet. N.J.A.C. 5:23-2.14(g): no person may construct, enlarge, alter, reconstruct or demolish a retaining wall, or a series of retaining walls, having a total height four feet or greater without first obtaining a construction permit. Two details in that sentence catch people out. Height is measured from the bottom of the footing to the top of the wall, not from the grade you can see. And it is the sum of the heights of all retaining walls on the same slope — so two 30-inch tiers stepping up a Garfield back yard are a five-foot wall to the code, not two small ones. The same subsection carries a trigger with no height in it at all: a wall less than four feet that has a negative impact on a foundation needs the permit too.

The engineered-design line is the same line, and that is a New Jersey change most people have never heard of. The state adopts the 2021 International Residential Code as its one- and two-family dwelling subcode, and the model version of R404.4 would have called for engineering at 48 inches of unbalanced fill. N.J.A.C. 5:23-3.21(c)4vii deletes that trigger and inserts "for which a construction permit is required by N.J.A.C. 5:23-2.14" in its place. So the sentence as adopted here reads: a retaining wall needing a permit has to be designed in accordance with accepted engineering practice to ensure stability against overturning, sliding, excessive foundation pressure and water uplift, with a safety factor of 1.5 against lateral sliding and overturning. Permit and engineer arrive at the same moment. Under N.J.A.C. 5:23-2.15 the construction official may also require the structural details and computations to be filed, sealed and signed by the licensed engineer or registered architect responsible for the design.

Most of what people call a retaining wall is none of this. A two-course block edge around a planting bed, or a knee-high stone border that is not holding a slope and is nowhere near the house, needs neither a permit nor an engineer, and we will tell you so rather than write it up. The rule's own exceptions are narrow and are rarely yours: a wall intended to be dedicated to the municipality and regulated under Article 6 of the Municipal Land Use Law, and a wall already subject to review and approval by a county engineer or by the state Department of Transportation. The wall worth a conversation before anyone starts is the one already standing that is taller than it reads, because the footing that counts toward the four feet is under the grade you are standing on.