NYC Stormwater Rule
Rain can’t soak into roofs and pavement, so it runs off. It flows into a catch basin, the street drain, and on through a sewer.
The sewer takes it to a treatment plant, or straight to a river or bay.
On the way it picks up mud and trash. The NYC Stormwater Rule sets what a construction site must do about it.
Each big job files a plan called a SWPPP (Stormwater Pollution Prevention Plan).
Two sewers
NYC has two kinds of sewer. Which one a site drains to changes where its runoff ends up.
Sewage and rain share one pipe to a treatment plant.
In heavy rain the mix can overflow to a river or bay: a combined sewer overflow (CSO).
Rain gets its own pipe, straight to the water.
Small, frequent storms cause much of the harm. In storm sewers their runoff carries more pollution. In combined sewers they set off most overflows.
So the rule is sized for a 1.5 in storm, bigger than 9 of 10 NYC rains.
The rule and the plan
Storm sewers (MS4) run under a State permit. That permit makes the City review SWPPPs and inspect sites.
The Unified Stormwater Rule (USWR) joined that permit program with DEP’s sewer-connection rules.
City law plus a design manual.
- Covers
- All development in NYC, public or private
- Written by
- DEP
One project’s plans, calculations and report.
- Covers
- One covered project (which ones)
- Signed by
- A qualified professional
- Reviewed by
- DEP
Two jobs
During construction, erosion and sediment control (ESC) keeps soil on site. After, permanent practices handle the runoff.
Who it applies to
The rule reaches only big jobs. Two size tests decide which.
The two tests
Pass either test and the project needs a DEP permit and a SWPPP, unless an exception applies. Emergency work and routine maintenance are two such exceptions; Level 2 lists the rest. Public and private projects alike.
Any ground the work digs up, scrapes, regrades, piles on or clears.
- Regrading lawn or beds
- Full-depth rebuilds of paths, play surfaces, courts, fields
- Digging for footings, walls, utilities, drains
- Tree, stump and root removal
- Stockpiles, fill and demolition
- Milling and repaving added to a utility dig
- Off-site work, like a sidewalk or street trench
- Restriping and surface markings
- Interior work
Impervious: a surface rain can’t soak into.
- Asphalt, concrete, roads, sidewalks, driveways
- Roofs, patios, pools, sheds
- Gravel and pavers, unless the soil below drains at least 0.5 in/hr
New = impervious area after, minus before. “Before” is the least the site had in the past 5 years.
| Repave 8,000 sf of asphalt in place | 0 sf new |
| Pave 6,000 sf of lawn | 6,000 sf new |
| Widen 1,500 ft of path from 8 ft to 12 ft | 6,000 sf new |
| Turn 3,000 sf of paving into lawn | −3,000 sf |
Tally a project
Inside a SWPPP
A project that passes a size test files a SWPPP with its permit application. A qualified professional, such as an engineer or landscape architect, signs it.
Every SWPPP covers the first job, erosion control. Many add the second, permanent practices. The type of work decides; Level 2 shows how.
The rule in brief
- Big jobs only: 20,000 sf of soil dug up, or 5,000 sf of new paving or roof. Public or private. Who it applies to
- A qualified professional, such as an engineer or landscape architect, signs the SWPPP.
- During construction, mud stays on site. What it requires
- Most projects also build permanent features, such as rain gardens, sized for a 1.5 in storm. Sizing
- DEP, the NYC Department of Environmental Protection, decides in 45 days. Getting the permit
- Then a permit, inspections every week, and a sign-off at the end.
- Permanent features keep a permit of their own, renewed every 5 years. During and after
Key facts
Tools
Check
Exceptions
Passing a size test is not the end. A few jobs are carved out. Many that look like exceptions are not.
- Routine maintenance, such as replacing curbs, gutters, sidewalks or guide rail posts
- Emergency work
- Under both size tests, and not part of a larger plan
- Street milling, paving or slab replacement, 20,000 sf+: follow Manual Chapter 7, such as covering inlets and sweeping
- Drains through a State-approved outfall (pipe end) the City doesn’t own or operate
- No public sewer: DEP may waive the permit
- Public and City agency projects
- Combined sewer areas
- City-owned sites draining straight to the water
- Street utility trenching, 20,000 sf+
- Underground utilities, surface restored: erosion control only
- A small dig plus milling that brings the total over 20,000 sf
- Projects that only build stormwater practices: DEP may waive fees
Tables 2.2 and 2.3
A project that is covered and not an exception needs a permit and a SWPPP. Two tables in the Stormwater Manual set how much that SWPPP must do.
Permanent practices have two jobs. Water quality (WQ): catch all the runoff from the 1.5 in storm. Runoff reduction (RR): make part of it soak in, evaporate or get reused.
Erosion control only.
Such as paths, trails, lawns, grass fields and utility lines.
Erosion control plus permanent water quality (WQ) and runoff reduction (RR) practices.
Anything else that builds or rebuilds paving or changes drainage.
Covered or not?
Ten projects to test the size tests, the exceptions and the tables. Pick an answer for each.
What it requires
The tables set which requirements a SWPPP carries. There are five in all; tap each one.
Five requirements
Keep mud on the site while it’s being built.
| Who | Every covered project, no exceptions. |
| Looks like | Silt fence, inlet protection, a stone pad at the exit, seed and mulch on bare soil, a construction sequence. |
| Lasts | Construction only. Removed at closeout. |
| Design | NYS Blue Book. Every measure explained |
Build something that catches all the runoff from a 1.5 inch rainstorm.
| Who | Covered projects not on Table 2.2. |
| Why | In storm-sewer areas, small storms carry higher pollutant levels. In combined sewers they trigger most overflows. |
| Example | A 10,000 sf paved plaza. 1.5 in of rain is 0.125 ft, and pavement sheds 95%: 0.125 ft × 10,000 sf × 0.95 = 1,188 cubic feet (about 8,900 gallons) to catch. This is the water quality volume (WQv). |
| Looks like | Rain gardens, bioretention, green roofs, porous pavement; tanks or filters only if those can’t fit. |
Make part of that water disappear: soak into the ground, evaporate, or get reused, instead of being held and released.
| Who | Same projects as WQ. |
| Minimum | Based on new paving and soil type. No exceptions. |
| Example | 5,000 sf of new paving on hydrologic soil group (HSG) B soil: 0.125 × 0.95 × 5,000 × 0.40 = 238 cubic feet must soak in or be reused. The math |
| Shortcut | A rain garden that holds all of the WQ volume and soaks it in meets both. |
If the site drains to an already-polluted waterbody, don’t add more of what’s polluting it.
| The water’s problem | What it looks like on site |
|---|---|
| Bacteria | Pet waste bags and bins; lidded trash cans that keep animals out. |
| Trash | Practices with features that trap litter before it leaves. |
| Phosphorus | Meet Chapter 10 of the NYS Stormwater Management Design Manual. |
| Nitrogen | Loading calculations in Manual Appendix B. |
| Who | All four: 20,000 sf+ disturbed, separate storm sewer, impaired water, more paving. |
| Which waters | Gowanus Canal, Jamaica Bay, the Lake in Central Park and more |
For a new sewer connection: hold back a big storm and let it out slowly so the sewer doesn’t get overwhelmed.
| Who | Projects that need a house or site connection proposal. Not street projects. A house connection proposal is only for 1–3 family lots under 20,000 sf. Storage (Vv) is needed only if the site would run off faster than the allowed release rate. |
| How it works | Hold water temporarily, release it at a controlled rate through an orifice. |
| Example | A 30,000 sf combined-sewer site, 40% paved: about 2,128 cubic feet of storage, released at no more than 0.07 cubic feet per second. The math |
| Detention only | If only detention fits, it holds the greater of the water quality volume (WQv) or the sewer operations volume (Vv). |
| Reviewer | DEP’s Bureau of Water and Sewer Operations (BWSO), separate from the SWPPP. Both reviews can run at the same time. |
Erosion control and water quality rules are the same for both sewers. No Net Increase applies only in storm-sewer (MS4) areas.
Two chapters
Both chapters sit in Title 15 of the Rules of the City of New York (15 RCNY).
Documents
| Document | Use |
|---|---|
| 15 RCNY Ch. 19.1 | Permit, signatures, duties, penalties |
| 15 RCNY Ch. 31 | Sewer connections, Vv |
| NYC Stormwater Manual | Applicability tables, formulas, practice design. Final Feb 1, 2024. |
| NYS Blue Book (2016) | Erosion and sediment control design |
| NYS Stormwater Design Manual | Phosphorus No Net Increase |
Erosion control
Erosion control is the one requirement on every covered project. Here is how it works.
The measures
Also
- Concrete washout pit, so alkaline wash water stays out of the drains.
- Dewatering through a filter bag or settling tank.
- Pollution prevention for litter, chemicals and debris.
Spot the problem
A construction site with five erosion mistakes. Tap each one. How each measure works
Sizing
WQ and RR are sized as volumes of water. Each volume starts from the same math: rain depth × area × the share that runs off.
One acre, one storm
A 1.5 in storm on an acre of pavement makes 5,173 cubic feet of runoff: a cube 17 ft on each side.
WQv
| WQv | Water quality volume, cubic feet. Per practice and for the whole site. |
| 1.5 ÷ 12 | 1.5 in storm (90th percentile) = 0.125 ft. |
| A | Contributing area, sf. Everything draining to the Table 2.3 work, including off-site. |
| Rv | 0.05 + 0.009 × I (I = % impervious). Lawn 0.05. Pavement 0.95. |
Calculator
Minimum RRv
| RRv | Minimum volume retained, cf. Required on every Table 2.3 project. |
| 1.5 ÷ 12 | Same storm, in feet. |
| 0.95 | Rv for 100% impervious. |
| Aic | New impervious, sf. Pavement replaced with pavement = 0. |
| S | Soil factor: HSG A 0.55 · B 0.40 · C 0.30 · D 0.20. Unranked: classify per the federal Natural Resources Conservation Service (NRCS) handbook. If that isn’t possible, use A. |
Calculator
Sewer detention for new connections uses a third formula. Sewer detention
Permanent practices
Permanent practices hold the sized volume. Each works in one of two ways: retention or treatment.
Functions
| Retention: water leaves the runoff | ||
|---|---|---|
| Infiltration | Into the ground | Rain garden, no outlet |
| Evapotranspiration | Into the air | Green roof |
| Reuse | Used on site | Cooling tower |
| Treatment: cleaned or slowed, water still leaves | ||
| Filtration | Cleaned | Sand filter |
| Detention | Held, released slowly | Detention tank |
The hierarchy
DEP ranks practices in tiers. Only the order of tiers differs between the two sewers.
Soil tests, setbacks and other limits decide which tier fits. Design limits
SWPPP qualifier
Everything so far, as one set of questions. The chart shows the order; the qualifier asks them for one project.
Answer the questions for one project. Who it applies to
Example projects
Four projects run through the same questions, one answer at a time.
Permit steps
Once the project and its requirements are known, the SWPPP goes to DEP.
Who signs
- Qualified professional prepares the SWPPP: a professional engineer (PE), registered landscape architect (RLA) or other NYSDEC-endorsed person. Engineering parts need a NY PE.
- Qualified inspector inspects every 7 days: a PE, RLA or CPESC (Certified Professional in Erosion and Sediment Control), or trained staff under a PE or RLA.
- Trained contractor inspects daily: the contractor’s employee.
- Developer: the owner, lessee, or whoever controls the plans.
- Applicant files in SWPTS, DEP’s online permit system.
SWPPP checklist
Every SWPPP
- Scope, site map, soils
- Phasing plan
- Pollution prevention
- ESC practices: schedule, locations, details
- Stabilization plan
- Inspection schedule
- Receiving waters, responsibilities
- Deviations, justified
Plus, with permanent practices
- Each practice, or proof retention isn’t possible
- Details and specs
- Hydrology and hydraulics
- Borings and infiltration tests
- Operations and maintenance (O&M) plan naming who maintains
- NNI loading analysis
Construction and closeout
With the permit in hand, work starts.
Changes
- Major SWPPP amendments: reviewed like a new SWPPP, $1,000 per disturbed acre.
- Temporary shutdown: notify 7 days ahead, inspect every 30 days.
- Over 5 acres open at once: DEP authorization, two inspections every 7 days, stabilize within 7 days.
After construction
Only projects with permanent practices.
The map
Tap a box for its explanation and source.
NYC waters at risk
DEP lists these waters as impaired: already failing their water quality standards. Sites that meet all four NNI tests can’t add more of the listed pollutant.
Look up where a site drains on DEP’s MS4 Interactive Map. Selected from Manual Table 2.4, which lists more.
Sewer detention
A new sewer connection adds a second review, by DEP’s Bureau of Water and Sewer Operations (BWSO). It asks for storage that holds back a bigger storm and lets it out slowly. The requirement
Vv and release rate
| Vv | Storage volume, cf. DEP 2026 example: 1.85/12 × 7,022 × 0.807 = 874 cf (DEP rounds Cw to 0.81). |
| RD | CSS + SCP 1.85 · CSS + HCP 1.50 · MS4 + SCP 1.50 · MS4 + HCP 1.10 in. |
| A | Contributing area, sf (not acres). |
| Cw | Area-weighted C: roof 0.95 · paved 0.85 · porous/turf/green roof 0.70 · gravel 0.65 · undeveloped 0.30 · grass 0.20. |
| QDRR | Max release, cfs. q = 1.0 cfs/acre MS4, 0.1 CSS. 43,560 sf = 1 acre. |
Calculator
| Surface | C | sf |
|---|
Design limits
Constraints
Only a documented constraint allows a lower tier. Tier 2 or 3 needs written justification.
| Constraint | Test |
|---|---|
| Soil | Infiltration under 0.5 in/hr |
| Subsurface | Bottom within 3 ft of groundwater or bedrock |
| Hotspot | Contamination or high-risk use |
| Surface | Pavement required by regulation |
| Space | Setbacks from buildings, utilities, lot lines, trees |
Each practice under 1,000 sf needs at least one geotechnical boring or permeability test.
By practice
All limits for this practice
Trees need at least 2.5 ft of soil in any practice. Other plants need 1 ft, and 2 ft is preferred.
Evapotranspiration practices, which send water back into the air, allow only 3 in of ponding.
For parks
| Rain garden / bioretention | Tier 1. Needs 0.5 in/hr soil without an outlet. |
| Porous pavement | Tier 2. Its routine inspections include infiltration testing. |
| Swales, filter strips, tree preservation | Sized by criteria, not volume. |
Streets
Milling and paving (Manual Chapter 7)
Street milling and paving of 20,000 sf+ needs no permit since the 2023 amendments. Manual Chapter 7 practices still apply.
Reconstruction (Chapter 6)
Street rebuilds need permanent practices only at 1 acre+ disturbed. No sewer detention (Vv) in the right-of-way.
| Scenario | SWPPP |
|---|---|
| Utility move-outs | |
| Water/sewer trench only | |
| Road reconstruction | + permanent practices if 1 acre+ |
| Road reconstruction + mains | + permanent practices if 1 acre+ |
Park paths
The example: 30,000 sf of asphalt paths through lawn, rebuilt full depth on the same alignment and width. The rule points three ways.
Three possible answers
A · No permit
Routine maintenance includes “replacement of … sidewalks.” Unclear whether park paths count.
B · only
Table 2.2 lists paths not part of residential, commercial or institutional development.
C ·
“Reconstruction of an impervious surface that disturbs soil” requires post-construction practices.
Neither the rule nor the Manual defines “sidewalk.” Table 2.2 names “sidewalk, bike path or walking path” as separate things. That suggests a park path is not a “sidewalk” under the routine maintenance exception. Only DEP can settle it.
Covered?
Full depth exposes the soil below, so it counts as soil disturbance. Splitting contracts doesn’t avoid the threshold.
The rule doesn’t say whether a surface-only mill-and-overlay of a path counts. For streets, DEP counts milling toward 20,000 sf when it comes with a utility dig.
What changes it
| Also included | Result |
|---|---|
| Playground resurfacing | . Ask DEP whether for that part or the whole project. |
| Regrading that changes drainage | Moves to Table 2.3 (alters hydrology) |
| New catch basins to a City sewer | , BWSO |
| Any permanent practice | Maintenance permit |
ESC plan for paths
- Tight limit of disturbance. Protect lawn and trees.
- Build in segments. Seed and mulch each edge.
- Silt fence or sock on the downhill side.
- Stone entrance at the street. Stockpiles covered.
- Inlet protection on nearby catch basins.
- Daily and weekly inspections.
Keep drainage as it was. Work that alters hydrology moves to Table 2.3.
Check
Questions for DEP
Park paths
- Is in-place park path replacement “replacement of sidewalks” (routine maintenance)?
- Table 2.2 (ESC only) or §19.1-03.3(b)(4) (post-construction): which governs full-depth path reconstruction?
- Table 2.2 reads “not park of residential…”. Confirm it means “part”.
- Is a park, or a path on a school campus, “institutional development”?
- What counts as “altering hydrology” for vegetated open space?
- Does surface-only milling and repaving of a park path count as soil disturbance?
- Mixed projects: does long-term management cover the whole project, or only areas draining to Table 2.3 work?
- If Table 2.2 and the 2025 State permit’s Appendix B Table 1 differ, which controls?
City agency projects
- Do the fees apply to Parks capital projects, and are the 2021 amounts current?
- Maintenance easements on Parks property: standing Law Department determination, or project by project?
- Who holds the Maintenance Permit and signs the yearly certification for Parks projects?
- Stabilization deadline for sites under 5 acres? The City rule states one only above 5 acres.
- Under the 2025 State permit, do RLAs need the 4-hour training themselves to inspect?
Outdated documents
- The January 2022 FAQ predates the 2023 change to street repaving. Is there an updated FAQ?
- When did the 2023 amendments take effect?
Quiz
Flashcards
Questions
Quick reference
| Applicability | |
|---|---|
| Soil disturbed | 20,000 sf |
| New impervious | 5,000 sf |
| “Before” condition | least impervious in 5 yr |
| Gravel pervious if soil infiltrates | ≥ 0.5 in/hr |
| Street milling/paving | ≥ 20,000 sf, no permit, Ch. 7 |
| ROW permanent practices | ≥ 1 acre |
| NYSDEC permit too (MS4) | ≥ 1 acre |
| Sizing | |
| WQ storm | 1.5 in |
| WQv | (1.5/12) × A × (0.05 + 0.009 I) |
| Min RRv | (1.5/12) × 0.95 × Aic × S |
| S | A 0.55 · B 0.40 · C 0.30 · D 0.20 |
| Vv | (RD/12) × A × Cw |
| RD | 1.85 · 1.50 · 1.50 · 1.10 in |
| q | MS4 1.0 · CSS 0.1 cfs/acre |
| Practice design | |
| Ponding depth | ≤ 12 in (ET practices 3 in) |
| Ponding drains | within 24 hr |
| Infiltration practice drains | within 48 hr |
| Side slopes | ≤ 1V:3H |
| Soil under trees | ≥ 2.5 ft · other plants ≥ 1 ft |
| Infiltration needs | ≥ 0.5 in/hr · 3 ft to groundwater |
| Permit | |
| Fee | $1,000 + $2,000/acre |
| Review | 45 days (60 non-conforming) |
| Acceptance expires | 2 yr |
| Permit renewal | 2 yr |
| Notice before start | 7 days |
| Inspections | daily + every 7 days |
| Fix deficiencies | 1 business day |
| Records | 5 yr |
| Maintenance permit | certify yearly · renew 5 yr, $1,500 |
| Contacts | |
| DEP review | stormwaterpermits@dep.nyc.gov |
| SWPTS | deppermits.microsoftcrmportals.com |
| MS4 map | nyc.gov/dep/ms4map |
Glossary
Sources
Each Source label opens a quote checked word for word against the PDF page shown.
Rule amendments effective Feb 15, 2022. Later amendments heard July 26, 2023. Manual final Feb 1, 2024. The FAQ (Jan 2022) predates the 2023 changes.
Referenced, not quoted
- 15 RCNY Chapter 31
- NYS Blue Book (2016)
- NYS Stormwater Management Design Manual
- NYC MS4 Permit NY0287890
- NYSDEC construction general permit (2025)