Paver Patios, Walkways and Stone Steps in East Syracuse

Three municipalities in this metro authorized no new single-family housing units at all in 2022, 2023 or 2024: Camillus village, East Syracuse village and North Syracuse village. Liverpool village authorized one over the three years, and Baldwinsville village and Fayetteville village two each. Read alongside the housing age data, East Syracuse village and Solvay village both report 0.0 percent of their housing built in 2000 or later.

Source: US Census Bureau, Building Permits Survey, annual place-level data for the Northeast Region, 2022, 2023 and 2024, accessed 2026-09-14

Ranked by the share of housing units built in 2000 or later, the era in which adhered stone veneer and segmental paver hardscape became the dominant new masonry products, the places of this metro spread very widely. Radisson, the census place inside the Town of Clay, leads at 32.4 percent, followed by the Town of Lysander at 25.8 percent, the Town of Van Buren at 21.9 percent, Baldwinsville village at 20.1 percent, the Town of Cicero at 19.1 percent, the Town of Clay at 15.4 percent, the Town of Camillus at 15.2 percent, the Town of Manlius at 11.6 percent, the Town of Marcellus at 11.3 percent, the Town of Skaneateles at 11.2 percent, Marcellus village at 9.9 percent, the Town of DeWitt at 8.7 percent, Skaneateles village at 8.4 percent, Fayetteville village at 8.1 percent, the Town of Salina at 7.0 percent, the City of Syracuse at 6.4 percent, Camillus village at 6.4 percent, Liverpool village at 6.1 percent, North Syracuse village at 4.7 percent, Manlius village at 4.5 percent, and both East Syracuse village and Solvay village at 0.0 percent. The county figure is 11.6 percent.

Source: US Census Bureau, American Community Survey 2020-2024 5-year estimates, table B25034 Year Structure Built and table B25035 Median Year Structure Built, accessed 2026-09-14

The county hazard mitigation plan describes the Bear Trap and Ley Creek Drainage District, which runs through North Syracuse, East Syracuse and the built-up ground between them, as flat and heavily urbanized, making the lowest areas extremely vulnerable to flood events that approach or exceed the five year storm, and states that this occurs about three times a year. The Village of East Syracuse annex records that it has no jurisdiction or oversight over the district, and its own action to study the most at-risk properties was discontinued for that reason.

Source: Onondaga County, New York, 2025 Hazard Mitigation Plan, Village of North Syracuse Annex and Village of East Syracuse Annex, Onondaga County Department of Planning, accessed 2026-09-14

National Flood Insurance Program figures in the county hazard mitigation plan annexes show how differently water behaves across the northern towns. The Town of Cicero has 180 active policies and 153 claims paid totalling about 1.44 million dollars. The Town of Clay has 93 policies and 49 claims paid totalling 455,606 dollars, and no repetitive loss or severe repetitive loss properties. North Syracuse village has 4 policies and has had no claims paid at all, a total of zero dollars. Solvay village has 3 policies and 6 claims paid totalling 10,957 dollars, and East Syracuse village has 9 policies and 12 claims paid totalling 223,722 dollars.

Source: Onondaga County, New York, 2025 Hazard Mitigation Plan, Town of Cicero Annex, Town of Clay Annex and Village of North Syracuse Annex, Onondaga County Department of Planning, accessed 2026-09-14

The hardscape industry's own base specification is short and checkable. It states that the thickness of the base is determined by traffic, soil type, subgrade soil drainage and moisture, and climate; that sidewalks, patios and pedestrian areas should have a minimum base thickness after compaction of 4 inches over well-drained soils; that residential driveways on well-drained soils should be at least 6 inches thick; and that in colder climates, continually wet or weak soils will require that bases be thicker.

Source: Concrete Masonry and Hardscapes Association, PAV-TEC-002, Construction of Interlocking Concrete Pavements, accessed 2026-09-14

Compaction is a measurable number, not a matter of judgment. The specification states that compaction of the soil subgrade is critical to the performance of interlocking concrete pavements, that adequate compaction will minimize settlement, and that compaction should be at least 98 percent of standard Proctor density as specified in ASTM D698. It adds that this compaction standard may not be achievable in extremely saturated or very fine soils and that stabilization of the soil subgrade may be necessary in those situations.

Source: Concrete Masonry and Hardscapes Association, PAV-TEC-002, Construction of Interlocking Concrete Pavements, accessed 2026-09-14

Two further numbers from the same document. Base material is to be spread and compacted in 4 to 6 inch lifts using a 7,000 pound-force reversible plate compactor, with thinner lifts required for compactors in the 5,000 pound-force range. And the finished surface must drain: slopes should be a minimum of 1.5 percent.

Source: Concrete Masonry and Hardscapes Association, PAV-TEC-002, Construction of Interlocking Concrete Pavements, accessed 2026-09-14

Unit paving is a flexible pavement and it is designed to move. The specification notes that the top of installed pavers may be set 1/8 to 1/4 inch above the final elevations to compensate for possible minor settling, and states directly that a small amount of settling is typical of all flexible pavements.

Source: Concrete Masonry and Hardscapes Association, PAV-TEC-002, Construction of Interlocking Concrete Pavements, accessed 2026-09-14

The hardscape specification carries its own cold weather rule, and it is absolute: frozen base material should not be installed, nor should material be placed over a frozen soil subgrade.

Source: Concrete Masonry and Hardscapes Association, PAV-TEC-002, Construction of Interlocking Concrete Pavements, accessed 2026-09-14