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Permeable Resin-Bound Surfacing in Binghamton, NY

Permeable resin-bound in Binghamton, NY: the city requires Urban Runoff Reduction Plans that retain the 10-year storm and 4 inches on parking lots.

Binghamton is one of the few cities where small projects must plan for stormwater retention, and a permeable resin-bound surface built as porous pavement can be one of the practices that does it. The city's Urban Runoff Reduction Plan rule requires green infrastructure designed to retain the 10-year, 24-hour storm, and it names pervious pavement among the options. To count, the surface needs an open-graded stone reservoir that stores water and infiltrates it or releases it through an underdrain.

A resin-bound overlay on an existing slab does not do that. Rain passes the top layer and then runs off the concrete or asphalt below, so it cannot retain anything and should not be presented as meeting the rule.

Urban Runoff Reduction Plans under Chapter 227

Section 227-10 of the city code requires an Urban Runoff Reduction Plan for projects that do not need a full SWPPP but meet any of these thresholds: any new or expanded ancillary or public parking area; on-lot parking or loading of 20 or more spaces or 5,000 square feet or more; commercial, mixed-use, industrial or multifamily (three or more units) projects creating, replacing or adding 1,000 square feet or more of impervious surface; one- and two-family projects creating, replacing or adding 2,500 square feet or more; any new or replaced impervious area in the FEMA Special Flood Hazard Area; and subdivisions under one acre.

Plans follow the state Design Manual and must retain the 10-year, 24-hour storm with green infrastructure. In addition, all off-street parking areas must be able to contain 4 inches of precipitation in 24 hours, and pervious pavement is listed as one way to meet it. A committee can grant a waiver where retention is physically or economically impossible.

River valley soils, floodplain and winter: what to plan for

Binghamton sits where the Chenango River meets the Susquehanna, and the code notes that combined sewers serve over 30 percent of the city and that FEMA expanded the 100-year floodplain. Valley-floor soils and river deposits vary, and groundwater can be high near the rivers. For porous pavement the state manual sets three gates: soil infiltration of at least 0.5 inch per hour, an underdrain if the rate is below 2 inches per hour, and enough depth between the stone layer and the seasonal high water table or bedrock. That depth is normally 2 feet, but Binghamton sits over a federally designated sole source aquifer, where the manual requires 4 feet.

Winters bring freeze-thaw and heavy plowing. The manual prohibits sand on porous pavement and its use at stormwater hotspots, and caps run-on at three times the paved area. Retaining the 10-year storm usually takes a deeper reservoir than water quality alone, so the engineer will size the open-graded stone reservoir to that volume, under Rock Crete or another permeable base.

Where it fits in Binghamton

  • Small commercial and mixed-use lots downtown and along Main Street and Court Street, where replacing 1,000 square feet of paving triggers a plan.
  • Parking areas of any size that must hold 4 inches of rain; a permeable section can provide much of that storage.
  • Two-family homes on the North and South Sides adding 2,500 square feet of driveway, patio or roof.
  • Properties in the Special Flood Hazard Area, where any new or replaced impervious surface needs a plan.
  • Student housing and campus-area walks where low-glare, well-drained paths matter.

Getting a plan approved by the Stormwater Management Officer

If the project needs site plan approval, a variance or a special use permit, submit a preliminary Urban Runoff Reduction Plan with the zoning application for review by the Planning Department, Planning Commission or Zoning Board of Appeals. The final plan goes to the Building Department, and the Stormwater Management Officer approves it before any grading, building or demolition permit issues. Plans must be certified by a licensed engineer or landscape architect, and a recorded maintenance agreement or easement may be required.

Resin Rock provides the materials behind the plan: binder, stone blends, trims and Rock Crete, with technical data sheets the certifying engineer can attach. We are not an installer. Owners are matched with an approved contractor, and New York crews can take our installer training. The Stormwater Management Officer has the final word.

Before you specify permeable resin-bound in Binghamton

  • Check each Section 227-10 threshold, including replaced impervious surface.
  • Size the stone reservoir for the 10-year, 24-hour storm.
  • For parking, show capacity for 4 inches of precipitation in 24 hours.
  • Test infiltration and groundwater, and keep 4 feet between the stone bed and seasonal high groundwater or bedrock.
  • Keep sand and hotspot uses off the permeable surface.
  • Prepare the maintenance agreement or easement the city may require.

Common questions about permeable resin-bound in Binghamton

Does replacing my business's parking lot trigger a plan in Binghamton?

Very likely. Commercial, mixed-use, industrial and larger residential projects that create, replace or add 1,000 square feet or more of impervious surface need an Urban Runoff Reduction Plan, and all off-street parking areas must be able to contain 4 inches of precipitation in 24 hours. A permeable section over a stone reservoir is one listed way to do that.

Can a resin-bound overlay on the old lot satisfy the 10-year storm rule?

No. The rule requires retaining the 10-year, 24-hour storm through green infrastructure. An overlay on an existing slab has no storage; the water runs off the pavement beneath. A permeable section needs its own open-graded stone reservoir designed to hold that volume.

What if my site cannot retain the 10-year storm?

The code allows a waiver if the design elements needed are physically or economically impossible because of topography, soils or site conditions. A committee including the Stormwater Management Officer and Director of Planning decides by majority vote. Bring soil tests and a clear engineering explanation.

Official sources for Binghamton

Local rules change. We last checked these sources in October 2026. Confirm current requirements with the reviewing agency before you design, and treat this page as a starting point, not engineering or permitting advice.

How a permeable resin-bound build-up handles rain

The surface you see is only the top layer. Whether a resin-bound area works as permeable pavement depends on everything underneath it.

  1. Resin-bound wearing course. Natural aggregate coated in UV-stable resin and hand troweled. Rain passes through the open voids between the stones.
  2. Permeable base. An open-graded base, designed by the project engineer, that carries the load and keeps water moving down. Ask us where Rock Crete fits your build-up.
  3. Stone reservoir. Clean, open-graded stone sized to hold the design storm while it soaks away.
  4. Subgrade or underdrain. Water infiltrates the native soil, or leaves through a perforated underdrain where soils are tight or groundwater is high.

Laid straight over solid concrete or asphalt, resin-bound still drains through its own surface, but the water then runs off the slab beneath it. That is a resurfacing job, not a stormwater control, and it should not be submitted as one. Product details are in our technical data sheets.

Cross-section of a permeable resin-bound build-up Rain passes down through four numbered layers: the resin-bound wearing course, a permeable base, a stone reservoir, and the native subgrade with an optional underdrain. 1 2 3 4
Illustrative only. Layer depths, the reservoir and any underdrain are set by the project engineer for each site.

Send us the site plan for your Binghamton project

Share the area, the use and what your reviewer needs. We will confirm the resin-bound system, send the data sheets and put you in touch with an approved installer.