NYC Stormwater Rule

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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).

Not legal advice. Sources checked October 2026. Confirm project decisions with DEP.

Two sewers

SEWER.EXE

NYC has two kinds of sewer. Which one a site drains to changes where its runoff ends up.

Combined sewer (CSS)

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).

Separate storm sewer (MS4)

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.

Unified Stormwater Rule (USWR)

City law plus a design manual.

Covers
All development in NYC, public or private
Written by
DEP
SWPPP, the plan

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.

Permit Construction ends During construction · ESC Silt fence, inlet protection, stabilized entrances, stockpile covers, inspections. Temporary. Removed once stable. After construction · permanent practices Rain gardens, bioretention, porous paving, green roofs, detention with flow controls. Permanent. Maintained while the practices exist. PermitDuring construction · ESCSilt fence, inlet protection,stabilized entrances,stockpile covers, inspections.Temporary. Removed once stable.Construction endsAfter · permanent practicesRain gardens, bioretention,porous paving, green roofs,detention with flow controls.Permanent. Maintained whilethe practices exist.

Who it applies to

The rule reaches only big jobs. Two size tests decide which.

20,000 sf soil disturbed ≈ 141 × 141 ft · 0.46 acre OR 5,000 sf new impervious ≈ 71 × 71 ft What counts Disturbance: grading, excavation, filling, stockpiling, clearing, demolition. Off-site and right-of-way disturbance counts too. New impervious: after minus before, where “before” is the least impervious the site was in the past 5 years. Gravel and pavers count unless soils infiltrate at least 0.5 in/hr. 20,000 sfsoildisturbed141 × 141 ftabout 0.46 acreOR5,000 sfnewimpervious71 × 71 ft
The two thresholds, drawn at the same scale. Either one is enough.

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.

Soil disturbance: 20,000 sf or more

Any ground the work digs up, scrapes, regrades, piles on or clears.

Counts
  • 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
Doesn’t count
  • Restriping and surface markings
  • Interior work

Phases of one plan add up.

New impervious surface: 5,000 sf or more

Impervious: a surface rain can’t soak into.

Counts as impervious
  • 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 place0 sf new
Pave 6,000 sf of lawn6,000 sf new
Widen 1,500 ft of path from 8 ft to 12 ft6,000 sf new
Turn 3,000 sf of paving into lawn−3,000 sf

Tally a project

Two-test tally

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.

USWR Permit chapter (19.1): Stormwater Construction Permit SWPPP ESC plan every SWPPP silt fence, inlet protection, sequence, stabilization, inspections Post-construction plan not for erosion-only jobs sizing math, permanent practices, maintenance plan Sewer chapter (31) House / Site Connection Proposal Not a SWPPP its own filing to DEP; it sizes storage that lets big storms into the sewer slowly USWRPermit chapter (19.1)Stormwater Construction PermitSWPPPESC planevery SWPPPsilt fence, inlet protection,sequence, stabilization,inspectionsPost-construction plannot for erosion-only jobssizing math,permanent practices,maintenance planSewer chapter (31)House / Site ConnectionProposalNot a SWPPPits own filing to DEP; it sizesstorage that lets big stormsinto the sewer slowly
The SWPPP sits inside the rule. Every SWPPP has an erosion and sediment control (ESC) plan; projects that rebuild paving or change drainage add a plan for permanent features. Sewer connections are a separate filing.
The State construction permit from NYSDEC (New York State Department of Environmental Conservation) also uses the term SWPPP. Here it means the plan DEP reviews under Chapter 19.1.

The rule in brief

  1. 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
  2. A qualified professional, such as an engineer or landscape architect, signs the SWPPP.
  3. During construction, mud stays on site. What it requires
  4. Most projects also build permanent features, such as rain gardens, sized for a 1.5 in storm. Sizing
  5. DEP, the NYC Department of Environmental Protection, decides in 45 days. Getting the permit
  6. Then a permit, inspections every week, and a sign-off at the end.
  7. 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.

Not covered
  • 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
No City permit, other steps
  • 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
Still needs a 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

Projects whose construction documents were filed with the Department of Buildings (DOB) or Small Business Services before Mar 26, 2021 or Feb 15, 2022 may fall under transition rules.

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.

Table 2.2

Erosion control only.

Such as paths, trails, lawns, grass fields and utility lines.

Table 2.3

Erosion control plus permanent water quality (WQ) and runoff reduction (RR) practices.

Anything else that builds or rebuilds paving or changes drainage.

Which table?

Covered or not?

Ten projects to test the size tests, the exceptions and the tables. Pick an answer for each.

Covered or not?

What it requires

The tables set which requirements a SWPPP carries. There are five in all; tap each one.

Five requirements

Erosion and sediment control

Keep mud on the site while it’s being built.

seed + mulch silt fence stone exit pad filter sockon the inlet catch basin 12341Seed and mulch on bare soil2Silt fence at the low edge3Stone pad where trucks leave4Filter sock on the catch basin
Simplified drawing of standard measures.
WhoEvery covered project, no exceptions.
Looks likeSilt fence, inlet protection, a stone pad at the exit, seed and mulch on bare soil, a construction sequence.
LastsConstruction only. Removed at closeout.
DesignNYS Blue Book. Every measure explained
Water quality

Build something that catches all the runoff from a 1.5 inch rainstorm.

paving planting soil stone water ponds here soaks into the ground overflow forbig storms pavingwater pondsplanting soilstonesoaks into the groundoverflow forbig storms
A rain garden: the most common way to meet WQ and RR together. Simplified.
WhoCovered projects not on Table 2.2.
WhyIn storm-sewer areas, small storms carry higher pollutant levels. In combined sewers they trigger most overflows.
ExampleA 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 likeRain gardens, bioretention, green roofs, porous pavement; tanks or filters only if those can’t fit.
Runoff reduction

Make part of that water disappear: soak into the ground, evaporate, or get reused, instead of being held and released.

porous surface: water goes straight through stone layer stores water soaks into the soil water goes straight throughporous surfacestone layer stores watersoaks into the soil
Porous pavement: a hard surface that lets water soak through. Simplified.
WhoSame projects as WQ.
MinimumBased on new paving and soil type. No exceptions.
Example5,000 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
ShortcutA rain garden that holds all of the WQ volume and soaks it in meets both.
No Net Increase

If the site drains to an already-polluted waterbody, don’t add more of what’s polluting it.

The water’s problemWhat it looks like on site
BacteriaPet waste bags and bins; lidded trash cans that keep animals out.
TrashPractices with features that trap litter before it leaves.
PhosphorusMeet Chapter 10 of the NYS Stormwater Management Design Manual.
NitrogenLoading calculations in Manual Appendix B.
WhoAll four: 20,000 sf+ disturbed, separate storm sewer, impaired water, more paving.
Which watersGowanus Canal, Jamaica Bay, the Lake in Central Park and more
Sewer operations

For a new sewer connection: hold back a big storm and let it out slowly so the sewer doesn’t get overwhelmed.

playground or plaza above tank fills in a big storm runoff in small opening (orifice) slowly to the sewer playground or plaza aboverunoffintank fills ina big stormsmall opening (orifice)drains slowly to the sewer
A detention tank with a small outlet. Simplified.
WhoProjects 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 worksHold water temporarily, release it at a controlled rate through an orifice.
ExampleA 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 onlyIf only detention fits, it holds the greater of the water quality volume (WQv) or the sewer operations volume (Vv).
ReviewerDEP’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).

Unified Stormwater Rule effective Feb 15, 2022 · Manual updated Feb 1, 2024 15 RCNY Chapter 19.1 Stormwater Construction Permit Triggered by: 20,000 sf+ soil disturbed or 5,000 sf+ new impervious Submit: a SWPPP Reviewed by: DEP BEPA (Environmental Planning & Analysis) ESC WQ RR NNI 15 RCNY Chapter 31 House / Site Connection Proposal Triggered by: a new sewer connection, or when Buildings (DOB) or an agency requires one Submit: HCP (1–3 family) or SCP Reviewed by: DEP BWSO (Bureau of Water & Sewer Operations) Vv sewer operations NYC Stormwater Manual (final Feb 1, 2024) how to design and size everything for both Unified Stormwater Rulein effect Feb 15, 202215 RCNY Chapter 19.1Stormwater ConstructionPermitTrigger 20,000 sf+ disturbedor 5,000 sf+ new imperviousSubmit a SWPPPReview DEP BEPAESCWQRRNNI15 RCNY Chapter 31House / Site ConnectionProposalTrigger a new sewer connection,or when Buildings (DOB) or anagency requires oneSubmit HCP (1–3 family)or SCPReview DEP BWSOVvsewer operationsNYC Stormwater Manualdesigns and sizes both
Two DEP bureaus, two reviews: BEPA (Environmental Planning and Analysis) reviews the permit; BWSO (Water and Sewer Operations) reviews sewer connections.
Documents
DocumentUse
15 RCNY Ch. 19.1Permit, signatures, duties, penalties
15 RCNY Ch. 31Sewer connections, Vv
NYC Stormwater ManualApplicability tables, formulas, practice design. Final Feb 1, 2024.
NYS Blue Book (2016)Erosion and sediment control design
NYS Stormwater Design ManualPhosphorus No Net Increase

Erosion control

Erosion control is the one requirement on every covered project. Here is how it works.

Design standard: the NYS Blue Book. Drawings show standard practice, not rule text.

1. Detach raindrops knock soil loose 2. Carry runoff moves it downhill 3. Leave it exits to street and sewer A. Cover the soil phasing, seed and mulch,blankets, stockpile covers,keep existing vegetation B. Control the water divert clean water around,slow it with check dams,spread it out, dewater safely C. Catch the sediment silt fence, inlet protection,sediment traps, stabilizedconstruction entrance Earlier fixes are more reliable. Later ones are backups. SoilStopped by1. Detachraindrops knocksoil looseA. Coverthe soilseed, mulch,blankets, covers2. Carryrunoff movesit downhillB. Controlthe waterdivert, slow,spread it out3. Leaveit exits tostreet, sewerC. Catch thesedimentsilt fence, inletprotection, trapsEarlier fixes are more reliable.
Controlling erosion at the source beats trapping sediment later. Even well-built sediment traps rarely catch more than 80 percent.

The measures

123456

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

Five mistakes on this site

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.

Area (sf) × depth (ft) = a slab of water, in cubic feet runs off soaks in × runoff coefficient the share that runs off (Rv or C) volume = volume to manage Area (sf)× depth (ft)= a slab of water,in cubic feetruns offsoaks in× runoff shareRv or Cvolume= volume tomanage, in cf
Inches ÷ 12 = feet. Feet × square feet = cubic feet.

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.

0.125 ft × 43,560 sf × 0.95 = 5,173 cf, about 38,700 gallons.

5,173 cfof rain17 ftperson,6 ft
One acre of pavement, one 1.5 in storm. The person waves for scale.
Contributing area: all the land that drains to a point, such as a practice. Table 2.2 areas that drain into Table 2.3 areas count in the Table 2.3 contributing area.

WQv

WQv=1.512×A×Rv

Manual Eq. 2.1. Tap a term.

WQvWater quality volume, cubic feet. Per practice and for the whole site.
1.5 ÷ 121.5 in storm (90th percentile) = 0.125 ft.
AContributing area, sf. Everything draining to the Table 2.3 work, including off-site.
Rv0.05 + 0.009 × I (I = % impervious). Lawn 0.05. Pavement 0.95.
0%25%50%75%100% I, percent impervious 0.050.500.95 lawn: 5% runs off pavement: 95% runs off half paved: 50% runs off 0.950.500.050%50%100%percent impervious (I)lawn: 0.05half paved: 0.50pavement: 0.95

Calculator

DEP 2026: 6,408 sf, all impervious, gives 761 cf.

Minimum RRv

RRv=1.512×0.95×Aic×S

Manual Eq. 2.2. Tap a term.

RRvMinimum volume retained, cf. Required on every Table 2.3 project.
1.5 ÷ 12Same storm, in feet.
0.95Rv for 100% impervious.
AicNew impervious, sf. Pavement replaced with pavement = 0.
SSoil 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

DEP 2026: 5,661 sf, soils 81/17/2/0, S 0.52, gives 350 cf.

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
InfiltrationInto the groundRain garden, no outlet
Evapo­transpirationInto the airGreen roof
ReuseUsed on siteCooling tower
Treatment: cleaned or slowed, water still leaves
FiltrationCleanedSand filter
DetentionHeld, released slowlyDetention tank

The hierarchy

DEP ranks practices in tiers. Only the order of tiers differs between the two sewers.

Most preferred Tier 1 · Vegetated retention rain gardens, bioretention, stormwater planters, green roofs Tier 2 · Non-vegetated retention non-vegetated infiltration, e.g. porous pavement Tier 3 · Combined sewer detention, vegetated or not (filtration doesn’t count here) Tier 3 · MS4 treatment: filtration, some extended detention Reuse optional, any time Least preferred Reuse: optional, any timeMost preferredTier 1Vegetated retentionrain gardens, bioretention,stormwater planters, green roofsTier 2Non-vegetated retentione.g. porous pavementTier 3 · Combined sewerdetention, vegetated or notfiltration doesn’t countTier 3 · MS4treatment: filtration,some extended detentionLeast preferred
Use each tier to the maximum extent practicable before the next. Filtration doesn’t count for WQ in CSS areas.

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.

1. Exceptions Listed below: follow that result.Otherwise: next. 2. Size 20,000 sf+ soil disturbed, or5,000 sf+ new impervious area? No: not covered by size. Yes: next. 3. Tables 2.2 and 2.3 All work on Table 2.2: SWPPP witherosion control (ESC) only.Otherwise: add permanent practices. Separate checks No Net Increase (NNI)All four NNI tests met?If yes, add pollutant controls. Sewer connectionNew connection: sewer detention (Vv).BWSO, DEP’s sewer bureau, reviews.Applies at any project size.
Tap a box to open that part. Exceptions Size tests Tables 2.2 and 2.3 NNI Sewer connection

Answer the questions for one project. Who it applies to

SWPPP Qualifier

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

Both lists come from the rule’s application requirements.

Construction and closeout

With the permit in hand, work starts.

Trained contractor · every day Qualified inspector · every 7 days Any deficiency found: corrective action starts within one business day. QIQITrained contractor: dailyQualified inspector: 7 daysProblem found: fixing startswithin 1 business day

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.

Problems DEP finds that stay unfixed can lead to Notices of Violation, then fines.

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=RD12×A×Cw
QDRR=q×A43,560

Manual Eq. 2.3 and 2.5. Tap a term.

VvStorage volume, cf. DEP 2026 example: 1.85/12 × 7,022 × 0.807 = 874 cf (DEP rounds Cw to 0.81).
RDCSS + SCP 1.85 · CSS + HCP 1.50 · MS4 + SCP 1.50 · MS4 + HCP 1.10 in.
AContributing area, sf (not acres).
CwArea-weighted C: roof 0.95 · paved 0.85 · porous/turf/green roof 0.70 · gravel 0.65 · undeveloped 0.30 · grass 0.20.
QDRRMax release, cfs. q = 1.0 cfs/acre MS4, 0.1 CSS. 43,560 sf = 1 acre.

Calculator

SurfaceCsf

Qdev = Cw × A ÷ 7,320 (5-yr storm, 6-min, 5.95 in/hr). Vv applies when Qdev exceeds QDRR.

Design limits

Constraints

Only a documented constraint allows a lower tier. Tier 2 or 3 needs written justification.

ConstraintTest
SoilInfiltration under 0.5 in/hr
SubsurfaceBottom within 3 ft of groundwater or bedrock
HotspotContamination or high-risk use
SurfacePavement required by regulation
SpaceSetbacks from buildings, utilities, lot lines, trees

Each practice under 1,000 sf needs at least one geotechnical boring or permeability test.

By practice

Not to scale. Ponding drains within 24 hours so mosquitoes can’t breed.
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 / bioretentionTier 1. Needs 0.5 in/hr soil without an outlet.
Porous pavementTier 2. Its routine inspections include infiltration testing.
Swales, filter strips, tree preservationSized 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.

ScenarioSWPPP
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.

lawn grey: path · shaded: limit of disturbance lawnpathlimit of disturbance

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.

Ask DEP in writing: which of A, B or C applies to full-depth path replacement in a park.

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 includedResult
Playground resurfacing . Ask DEP whether for that part or the whole project.
Regrading that changes drainageMoves to Table 2.3 (alters hydrology)
New catch basins to a City sewer, BWSO
Any permanent practiceMaintenance 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

  1. Is in-place park path replacement “replacement of sidewalks” (routine maintenance)?
  2. Table 2.2 (ESC only) or §19.1-03.3(b)(4) (post-construction): which governs full-depth path reconstruction?
  3. Table 2.2 reads “not park of residential…”. Confirm it means “part”.
  4. Is a park, or a path on a school campus, “institutional development”?
  5. What counts as “altering hydrology” for vegetated open space?
  6. Does surface-only milling and repaving of a park path count as soil disturbance?
  7. Mixed projects: does long-term management cover the whole project, or only areas draining to Table 2.3 work?
  8. If Table 2.2 and the 2025 State permit’s Appendix B Table 1 differ, which controls?

City agency projects

  1. Do the fees apply to Parks capital projects, and are the 2021 amounts current?
  2. Maintenance easements on Parks property: standing Law Department determination, or project by project?
  3. Who holds the Maintenance Permit and signs the yearly certification for Parks projects?
  4. Stabilization deadline for sites under 5 acres? The City rule states one only above 5 acres.
  5. Under the 2025 State permit, do RLAs need the 4-hour training themselves to inspect?

Outdated documents

  1. The January 2022 FAQ predates the 2023 change to street repaving. Is there an updated FAQ?
  2. When did the 2023 amendments take effect?

Quiz

Flashcards

Questions

Quick reference

Applicability
Soil disturbed20,000 sf
New impervious5,000 sf
“Before” conditionleast 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 storm1.5 in
WQv(1.5/12) × A × (0.05 + 0.009 I)
Min RRv(1.5/12) × 0.95 × Aic × S
SA 0.55 · B 0.40 · C 0.30 · D 0.20
Vv(RD/12) × A × Cw
RD1.85 · 1.50 · 1.50 · 1.10 in
qMS4 1.0 · CSS 0.1 cfs/acre
Practice design
Ponding depth≤ 12 in (ET practices 3 in)
Ponding drainswithin 24 hr
Infiltration practice drainswithin 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
Review45 days (60 non-conforming)
Acceptance expires2 yr
Permit renewal2 yr
Notice before start7 days
Inspectionsdaily + every 7 days
Fix deficiencies1 business day
Records5 yr
Maintenance permitcertify yearly · renew 5 yr, $1,500
Contacts
DEP reviewstormwaterpermits@dep.nyc.gov
SWPTSdeppermits.microsoftcrmportals.com
MS4 mapnyc.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)
Quotes checked:000000
NOT LEGAL
ADVICE
MAXPLAN-
ATIONS