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Cast-in-place concrete retaining wall holding a sloped lawn, weep holes along its base and a gravel drain trench behind it

Smithtown Concrete Contractor Pros

631-791-6519

Free quotes for concrete retaining walls in Smithtown, NY.

Concrete Retaining Walls in Smithtown, NY

A retaining wall holds back soil where the ground changes level, and the Town of Smithtown regulates it by material, height and distance from the property line. Town Code Section 322-13F allows only pressure-treated timber, mortarless segmental block and cast-in-place concrete, with timber capped at four feet, and Section 322-13B requires a building permit for any wall higher than 30 inches. The bluffs are on the Town's north side, from Fort Salonga and Kings Park east to St. James and Head of the Harbor: State Parks describes the view from the top of the bluffs at Kings Park, and Head of the Harbor's code bars building on any slope of 25% or more. On any lot, what keeps a wall standing is buried behind and under it: drainage stone, a perforated pipe and a footing or leveling pad.

Typical Smithtown price

$15 - $45 per sq ft of wall face; poured $20 - $45, block $20 - $35 · full pricing guide

National cost guides put a concrete retaining wall at $15 to $45 per square foot of wall face, with poured concrete at $20 to $45 and block walls at $20 to $35. One survey's worked examples run $1,600 for a wall 2 feet high and 20 feet long, $6,400 for 4 by 40 and $14,400 for 6 by 60. Those are national published ranges, not a quote. Much of the price sits below grade and behind the face: excavation at $130 to $230 per cubic yard, a footing at $18 to $55 per linear foot, a drain at $10 to $30 per linear foot, digging back for geogrid, the polymer mesh that reinforces taller block walls, and access to a steep lot. Engineering, where a wall needs it, is listed at $100 to $220 an hour. The Town permit is a formula tied to wall area, not the $50 to $450 national allowance. To set these against driveways and patios, see what concrete work costs around Smithtown.

Section 322-13F allows three materials and no others: pressure-treated timber, mechanically stabilized segmental block laid without mortar, and cast-in-place concrete. Timber stops at four feet and cannot be tiered. Mortared block and dry-laid stone are not on the list, so natural stone goes on as veneer over a poured wall rather than as the wall itself. A poured wall starts with a footing on firm, undisturbed soil or compacted fill, below the frost line, and New York leaves frost depth to the local jurisdiction's climate table, Table R301.2(1); footing work is covered on the slabs and footings page. All of New York is in the code's Severe weathering category, one ready-mix association says all exterior concrete should be air-entrained, and a typical published wall detail calls for at least 3,500 psi at 28 days. A segmental wall starts instead on a compacted stone leveling pad.

Settle the paperwork before anyone digs. Section 112-11 sets the Town's retaining wall permit fee at a base of $345 plus $1.45 for every four square feet of wall area. Placement is regulated as closely as height: Section 322-13E keeps a retaining wall back from every property line by its own height or three feet, whichever is greater, and sets any fence or wall on the high side back one foot for every foot of the retaining wall's height. Digging for the wall itself is exempt from the Town's regrading permit under Section 154-15, but reshaping the yard around it on a house lot under two acres, by changing an elevation more than four feet or moving earth within 10 feet of a property line, takes a separate $25 permit from the Town Engineer. The villages run their own building departments, covered below.

Water behind a wall is the load to plan for: the Concrete Masonry and Hardscapes Association (CMHA) says provisions must be made to keep water from accumulating behind the face and to limit frost action. USGS traces the Harbor Hill moraine, the northern of Long Island's two glacial ridges, along the north shore; its 1964 Huntington-Smithtown study puts the summits at 250 to 300 feet and found the water table about 3 feet down at one well and about 87 feet at another. Moraine till is a poorly sorted mix of boulders, gravel, sand, silt and clay, and the deeper layers of the Montauk soil formed in it pass water only at low to moderately high rates; New York Sea Grant notes steep slopes and clay layers that stop water from percolating along the Nissequogue. South of the moraines lies a moderately flat outwash plain of sorted sand and gravel, where Riverhead and Plymouth soils drain fast. Islip averages 98.3 nights a year at or below 32 degrees F, so trapped water freezes.

To price a wall, a crew needs its exposed height and length, what sits on the high side near the top (a driveway, patio, pool, shed or the house) and photos of any lean, bulge or wet spot. Those details tell a crew whether the wall needs geogrid, or an engineer because it tops 4 feet or carries a load. Keep the property survey handy: setbacks are measured from the lot lines, and the villages ask for signed and sealed surveys. From any contractor, ask for a Suffolk County Home Improvement Contractor license number, a certificate of liability insurance and a written scope naming the drainage stone, pipe size and outlet locations. If the wall levels ground for a terrace, plan it with the slab it will hold, covered on the concrete patios and walkways page. Then send the measurements and photos through the quote form.

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When a Slope or an Old Wall Needs a Real Retaining Wall

A planted bank, a row of landscape timbers or a few stacked stones can hold a small grade change. The conditions below mean the soil is moving or an existing wall is losing to the pressure behind it, and that the fix is a designed wall with drainage.

  • Sand and soil wash off a bank onto a driveway, walk or patio after heavy rain, leaving a fan of sediment below and a gully above.
  • An existing wall leans outward at the top or bulges in the middle, a sign that soil and water pressure are rotating or bowing the face.
  • A timber wall has soft, rotted ties, stands taller than the four feet Section 322-13F allows for timber, or is one tier of a stepped wall.
  • Units in a segmental block wall have slid forward or kicked out, or joints have opened, which points to trapped water or missing geogrid.
  • The face or base stays wet for days after rain, or the wall has no weep holes or drain outlets for water to leave by.
  • A gap has opened between the top of the wall and the soil behind it, or a depression has formed on the high side as backfill washes out.

A single wet spot or a loose cap on a short wall can be a repair. A lean, a bulge or sliding units on a wall over 30 inches mean the structure is failing; rebuilding it is substantial reconstruction that needs a Town permit under Section 322-13B, and the new wall gets the drainage the old one lacked.

Drainage Behind the Wall: Stone, Pipe, Filter Fabric and Weep Holes

CMHA's cantilever wall note states the goal: keep water from accumulating behind the face and limit frost action. A drainage system does that in four parts. First, free-draining stone: CMHA calls for at least 12 inches of it directly behind segmental units, and one block maker specifies well-graded wall rock from 0.25 to 1.5 inches. Second, a perforated pipe at the base, at least 3 inches in diameter in CMHA's design note and 4 inches in other published details, with outlets no more than 50 feet apart. Third, filter fabric wrapped around the drainage stone so fine sand and silt cannot clog it; an Ohio DOT construction manual says the fabric must be continuous and properly overlapped.

Fourth, weep holes through the face of a solid wall, spaced 8 feet apart in a typical published detail, each backed by 2 cubic feet of bagged No. 3 stone so the backfill does not wash out through it, with crushed stone carried to within 12 inches of the top. A cap on top keeps rain out of the wall itself. The outlets need somewhere legal to drain: Town Code Section 322-25 requires stormwater to be stored and disposed of on the site, and Head of the Harbor and Nissequogue size drainage structures for a 3-inch rainfall.

Segmental Block Walls: Leveling Pad, Embedment, Batter and Geogrid

A segmental wall is a gravity structure: dry-stacked concrete units, each set back from the one below. CMHA's segmental wall guide puts a compacted leveling pad at least 6 inches thick under the first course, extending 6 inches past its toe and heel. The bottom course is buried at least 6 inches, or an inch per foot of wall height, and CMHA deepens that embedment when the ground in front falls away: a twentieth of the height on level ground, a tenth on a 3-to-1 slope and a seventh on a 2-to-1 slope. The batter, the wall's backward lean, is cast into the units; one maker offers 12, 6 and 3 degree setbacks.

Backfill goes in lifts of 8 inches or less, compacted to 95% of Standard Proctor density, with only hand-operated or walk-behind compactors within 3 feet of the face. Taller or loaded walls add geogrid, a polymer mesh laid between courses and into the backfill. CMHA says each layer should reach back at least 0.6 times the wall height and never less than 4 feet, spaced no more than twice the unit's depth apart, or 24 inches as the general figure. It counts live-load surcharges, such as cars parked on the high side, as forces that only push a wall over.

Village Rules: Bluff Setbacks, 25% Slopes and Stone Faces

Head of the Harbor, Nissequogue and the Village of the Branch run their own building departments, separate from the Town's. Head of the Harbor requires a village permit for retaining walls and grade changes, takes complete applications by the second Monday of each month, and asks for a signed and sealed survey and site plan. Its Section 85-18 bars developing or disturbing any slope of 25% or more except for conservation, and gentler slopes of erodible soil such as Carver sand need proposals showing load-bearing capacity. Section 85-5 keeps any structure at least 100 feet from the landward edge of a bluff and bars grade changes inside that setback.

Section 165-28A caps terracing and retaining walls at seven feet in any required yard, limits the face of masonry walls to natural stone or brick, and turns the finished side of any wall within 40 feet of a lot line toward the neighbor or street; see Head of the Harbor's building and zoning rules. Nissequogue permits retaining walls through its own Building Inspector, sets most fees case by case, lists $2,500 for a bluff wall and holds front-yard walls to four feet under Section 128-27C(2). The Branch exempts retaining walls from a building permit unless they support a surcharge, but Section 275-17A keeps walls out of front yards without a special exception and caps any wall at six feet.

Poured Concrete, Segmental Block or a Stone Face?

In the Town, the structure is cast-in-place concrete or mortarless segmental block, the two types Section 322-13F allows besides timber; stone and brick come in as a face. The choice turns on the wall's height, the load on top, the room behind it for digging and, in Head of the Harbor, the required face.

Poured concrete wall

Cast-in-place concrete suits a tall wall, a wall with a driveway, parking or a structure on its high side, and any wall that will be engineered anyway. It needs a footing below the frost line, a drain, weep holes and a capped top. National guides put poured walls at $20 to $45 per square foot of face; one adds $5 to $15 per square foot for a stamped finish, and veneer runs $5 to $25.

Mortarless segmental block wall

Segmental block fits garden-height walls and terraces on gentle slopes: no forms, no curing wait, and units with the batter, the wall's backward lean, cast in. National guides put block walls at $20 to $35 per square foot and interlocking modular units at $15 to $35. Above 4 feet CMHA recommends an engineered design, and geogrid has to reach at least 4 feet into the backfill, so the digging behind the wall grows with its height.

Stone or brick face on concrete

Natural stone and brick are not on the Town's list of retaining wall materials, so in the Town they go on as veneer over a poured wall. In Head of the Harbor, Section 165-28A limits the face of masonry walls to natural stone or brick, so settle the face with the Building Inspector before the structure is designed. A freestanding garden wall that holds back no soil is a different build, covered on the masonry, brick steps and block walls page.

For a leaning wall, the choice is repair or rebuild. A short wall with a clogged outlet or a missing weep hole can sometimes be saved by clearing the drainage and resetting the cap.

A wall whose face has rotated, whose footing has settled or whose blocks have slid has lost its grip on the soil; bracing it leaves the cause in place. Rebuilding replaces the wet backfill and adds the footing, stone, fabric and pipe the first wall lacked.

Good to know

Concrete Retaining Walls FAQs

Do I need a permit for a retaining wall under 30 inches?

Section 322-13B of the Town zoning code requires a building permit for any retaining wall higher than 30 inches, built new or substantially rebuilt. Section 112-26 separately says no retaining wall may be built, altered, removed or demolished until a permit has been obtained, and its text states no height, so confirm a shorter wall with the Building Department before digging. Building first costs more: Section 112-11 charges a built-prior fee of three times the regular fee. Head of the Harbor and Nissequogue require village permits for retaining walls; the Village of the Branch exempts them unless they support a surcharge, extra load such as a driveway on the high side.

How close to the property line can a retaining wall be?

In the Town, Section 322-13E sets the minimum setback from every property line at the wall's height or three feet, whichever is greater: a wall 2 feet high still needs at least 3 feet, and a wall 4 feet high needs at least 4. Section 322-13C measures height from the natural or approved grade to the top. A fence or another wall on the high side must step back one foot for every foot of the retaining wall's height, so a pool fence above a 4-foot wall sits at least 4 feet behind it. In Nissequogue, Section 128-27D keeps any wall at least one foot from a property line.

When does a retaining wall need an engineer?

CMHA recommends a design by a registered professional for any segmental wall taller than 4 feet. The model code text in IRC Section R404.4 calls for design once a wall that is not braced at the top holds more than 48 inches of unbalanced fill, the difference in ground level from one side to the other, or once a wall over 24 inches also resists loads beyond soil, such as a driveway or a pool deck on top. One county's published typical details cover only walls retaining 4 feet of earth or less, with level backfill, no surcharge and no tiers.

Can a retaining wall be built in winter?

A segmental block wall can go up in cool weather if the ground and backfill are not frozen, since each lift of 8 inches or less must be compacted to 95% of Standard Proctor density. A poured wall is harder: the National Ready Mixed Concrete Association says concrete should be protected from freezing until it reaches 500 psi and should not cool faster than 5 degrees F an hour in its first 24 hours. Islip averages 24.8 nights at or below 32 degrees F in January, 22.3 in February and 16.9 in March, and none from May through September, so poured walls are easiest to schedule from spring into fall.

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